20 April 2025, Volume 21 Issue 2
    

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  • You Xinhua, Wang Qiangxun, Lu Zhiqiang, Du Jinze
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 367-375. https://doi.org/10.20174/j.JUSE.2025.02.01
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    The green and healthy development of urban underground space is an inevitable requirement to practice the concept of "green water and green mountains are golden mountains and silver mountains" and strive to build a modern harmonious coexistence between man and nature. In view of the current unsystematic and imperfect theoretical system of green construction of underground space in China, the "Three Three" concept of green construction of underground engineering is proposed, that is, in the three stages of planning, design and construction, the three elements of environment, resources and cost are fully considered, and the three basic principles of the principle of cost minimization in the whole life cycle, the goal orientation of "four sections and one environmental protection" and the sustainable development concept of harmonious coexistence of "people, buildings and nature" are followed. In addition, through the investigation of relevant cases and technologies of green construction at home and abroad, the technical system framework of three stages of green planning, green design and green construction of underground projects was systematically built, and the relevant green technology practices were summarized. The concept of green construction of underground engineering and the green construction technology system proposed in this paper can fill the deficiencies of the theory in the field of green construction of underground engineering, with a view to providing some guidance and practical reference for the green construction of underground space in China.
  • Liu Helei, Chen Xiaoxiang, Sun Jingjing, Guo Tao, Wang Weilu
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 376-383. https://doi.org/10.20174/j.JUSE.2025.02.02
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    The popularization and application of underground space utilization and its characteristics puts forward higher requirements for the elaborate demarcation and management of property space of land, and there are many challenges in delimit the three-dimensional property space before land supply. The Qianhai Shenzhen-Hong Kong Modern Service Industry Cooperation Zone has constructed a number of underground space utilization projects and accumulated valuable experience in the demarcation and management of three-dimensional property space. This paper intends to conduct an in-depth analysis of the problems faced by demarcating three-dimensional property space before land supply and its management in the process of underground space development and utilization as well as drawing lessons from typical cases and policy experience of the Qianhai Shenzhen-Hong Kong Modern Service Industry Cooperation Zone, and then put forward improvement suggestions for the elaborate demarcation of three-dimensional property space, the addition of three-dimensional information and graphics to relevant documents or certificates, the verification and management mechanism of three-dimensional parcel, the policy related to three-dimensional property rights and the project implementation mechanism, so as to provides reference for the practice and management of underground space utilization in China.
  • Zhang Han, Lü Yongbo, Ren Yuan, Guo Jianwei
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 384-392. https://doi.org/10.20174/j.JUSE.2025.02.03
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    Subway freight transportation has problems such as limited transportation attributes, uncertain public recognition, and unclear freight demand. The characteristics of subway freight transportation are summarized and the selection preferences of shippers are investigated. An selection model integrating latent variables and ordered Logit is established and compared with traditional Logit models. The attractiveness of subway freight to shippers of high- and low-value-added goods is evaluated, predicting the probability of shippers choosing subway freight as the share rate of subway freight, and a marginal probability analysis is conducted. The results show that: Compared with the traditional model, the selection model established in this paper has better fitting degree and explanatory power. The probability of the two types of cargo owners choosing to switch to subway freight is higher than the probability of choosing not to transfer. The number of relocations and transportation costs significantly impact high- and low-value freight owners, respectively. Not reloading can increase the probability of high-value-added cargo owners turning to subway freight by 53.01%, and each unit of cost reduction can increase the probability of low-value-added cargo owners turning to subway freight by 23.70%.
  • Jia Jian, Tao Tiejun, Tian Xingchao, Xie Caijin, Li Guoqing
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 393-402. https://doi.org/10.20174/j.JUSE.2025.02.04
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    To explore the mechanical properties and damage evolution law of bedded slate under a triaxial compression load. The slate with apparent bedding structural plane is a composite rock mass formed by a series of connections of common plane closing element and shear deformation element of rock block containing microscopic defects. Considering the influence of closure of bedding structural plane and shear slip deformation on axial deformation of bedding rock specimen, the damage constitutive model of bedding slate under triaxial compression load is given, and the accuracy of the damage constitutive model is verified by triaxial compression test. The results show that the establishment of the damage constitutive model can accurately describe the compaction section and elastic section of the stress-strain curve of bedding slate ;When the bedding dip angle changes from 0° to 90°, the strength and deformation capacity of the bedding slate show a U-shaped distribution as a whole, and the minimum value appears at 60°; With the increase of dip angle, the failure type develops from tensile-shear composite failure to shear-slip failure, and it is splitting tensile failure at 90°; The damage evolution curve shows an overall S-shaped distribution law.
  • Liu Jun, Shen Jing, Zhang Yu, Tao Lianjin, Ding Pengfei
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 403-411. https://doi.org/10.20174/j.JUSE.2025.02.05
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    Curtain grouting is an important measure for groundwater control in tunneling projects. The water-rich condition is easy to form dynamic water conditions due to the large permeability coefficient of the pebble stratum, which makes it difficult to determine the diffusion radius of the slurry, which will lead to the difficulty in controlling the quality of the curtain. Based on the theory of tortuosity, a model of Newtonian slurry columnar diffusion in pebble strata under dynamic water conditions was established, and the effects of tortuosity, grouting pressure, groundwater pressure, formation porosity, permeability and slurry viscosity on slurry diffusion distance were further analyzed. The results show that the diffusion distance of slurry in the downstream direction is significantly larger than that in the upstream direction under the dynamic water condition, and the tortuosity has a greater influence on the diffusion distance of slurry; The diffusion distance in the upstream direction is more influenced by the grouting pressure, groundwater pressure, permeability and slurry viscosity, and the diffusion distance in the downstream direction is less influenced by the groundwater pressure, and the influence of other factors is the same as that of the downstream flow diffusion distance; Affected by the influence of tortuosity effect, the diffusion distances in the upstream direction and in the downstream direction are less affected by the porosity. The research results can provide theoretical support for designing and constructing grouting curtains in water-rich pebble strata.
  • Zhu Chun, Xu Jiajun, Sun Wenbin, He Changdi, Wang Xiao
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 412-419. https://doi.org/10.20174/j.JUSE.2025.02.06
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    CT scanning and reconstruction provide detailed insights into the internal structure of rocks and enable their quantitative analysis. A critical step in this process involves accurately segmenting different components in the CT images. This study compares and analyzes three deep learning models: the conventional U-Net, the ResUNet enhanced with residual modules, and the ResUNet-TL, which incorporates both residual modules and transfer learning features. Image segmentation using the Weka3D plugin in ImageJ is employed as a baseline for comparison. The analysis reveals that the ResUNet-TL model, leveraging a pre-trained VGG model and deep residual network techniques, outperforms the other models in segmenting complex rock CT images, demonstrating advantages in both accuracy and F1 scores. The ResUNet-TL model is applied to identify fractures in 2D CT images, which are then stacked and reconstructed into a 3D model of the rock sample for quantitative analysis. This approach provides an effective tool for advancing research and applications in rock science.
  • Guo Yongcheng, Wang Shunan, Li Jianlin, Wang Xingxia, Zhu Bo
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 420-427. https://doi.org/10.20174/j.JUSE.2025.02.07
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    The bank slope of hydropower project inevitably encounter unloading effect in operation, and the periodic rise and fall of water level will further degrade the structure of some rock mass on the bank slope, which is easy to breed landslide and seriously threaten people's life and property safety. Therefore, it is necessary to study the unloading mechanical characteristics of jointed sandstone under the water pressure circulation. In this paper, the sandstone of typical bank slope in the Three Gorges Reservoir area is taken as the test object, and the unloading mechanical properties of sandstone with cross joints of different angles are designed and tested under the circulating water pressure. The result shows that the strength of the cross-jointed rock samples is mainly affected by the inclination angle of the main joint α. As α increases from 0° to 90°, the peak strength increases successively. Under the same main joint inclination angle, the peak strength decreases first and then increases when the secondary joint inclination angle β comes from 0° to 90°, and the overall change amplitude is small. The elastic modulus and deformation modulus increase with the increase of α, and decrease first and then increase with the increase of β. The axial and circumferential strain increases with the number of water pressure cycles, and the increasing velocity first increases and then decreases. The increment of axial strain and circumferential strain is maximum at α=60° and minimum at 90°. The deterioration degree of elasticity and deformation modulus of the samples at α=60° is the largest, and the deterioration of the samples at α=60° is the most obvious due to water pressure circulation.
  • Jiang Yujing, Zhang Henggen, Wang Weihua
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 428-436. https://doi.org/10.20174/j.JUSE.2025.02.08
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    The physical property test, uniaxial compression test, SEM scanning and industrial CT test were carried out on the yellow sandstone samples after acid and heat treatment. The effect of acid-heat action on the physical and mechanical properties of yellow sandstone was discussed, and the microscopic damage mechanism of yellow sandstone samples was revealed after acid-heat action. The test results show that: Both the mass and p-wave velocity of yellow sandstone samples decreased with the increase in temperature, while the porosity increased with the increase in temperature. Compared with yellow sandstones subjected only to high temperature, the peak strength, elastic modulus and peak strain of yellow sandstones subjected to the combined action of acid and heat will be further deteriorated. The microscopic damage of yellow sandstone under the action of acid-heat is characterized by cracks and pore expansion in samples. Thermal stress induced by high temperature will produce thermal cracks inside and on the surface of the rock sample, which weakens the cohesiveness between mineral particles and increases the porosity and ductility of the sample and reduces the P-wave velocity and strength of the sample. When the heating temperature exceeds the quartz mineral phase transition temperature, the phase transition of quartz minerals will accelerate the initiation and propagation of thermal cracks, and further the development of irreversible thermal damage of yellow sandstone. The erosion of the acid solution will produce acid-induced cracks in rock samples, and at the same time cause the secondary propagation of heat-induced cracks, which intensifies the deterioration of the mechanical properties of yellow sandstone.
  • Xu Yi, Jin Kesheng, Zhang Ke, Zhang Kai
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 437-443. https://doi.org/10.20174/j.JUSE.2025.02.09
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    In order to explore the infrared radiation effect induced by the fracture of pre-flawed sandstones under uniaxial loading, the infrared thermal imaging technology was applied for a non-contact measurement of temperature field during the whole experiments. The coefficient of variation indicator is used to quantitatively described the evolution of the infrared radiation temperature field as well as the precursory anomaly characteristics. The results show that: The failure modes and infrared radiation characteristics of specimens are controlled by the variation of the flaw inclination. The coefficient of variation curves of infrared radiation temperature field exhibits phased evolution characteristics, which are closely related to the failure modes. The coefficient of variation curves are classified into stable type when it is a shear failure, and the curve represents descending type when it is an "H" type mixed failure. The starting point on acceleration differentiation stage of the coefficient of variation can be considered as a precursor point for specimen instability. The research results can deepen the knowledge of the failure mechanism, and provide a new theoretical basis for the catastrophic prediction of engineering fractured rock masses.
  • Zhou Ruoxing, Yao Xiaoliang, Gao Xiong, Wang Wenli, Yu Lin
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 444-451. https://doi.org/10.20174/j.JUSE.2025.02.10
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    The deformation and failure process of frozen soil is closely related to the development law of its local strain characteristics. Studying the law of strain localization helps to reveal its deformation and failure mechanism, providing more theoretical basis for practical engineering. This article combines the results of plane strain tests on frozen soil and the Discrete Element Method to study the influence of soil microscopic parameters on its local strain characteristics. Based on the results of plane strain test data under different temperature and strain rate conditions, the microscopic parameters of the linear contact bond model under different conditions are determined through the "trial and error method". Comparative analysis of experimental and numerical simulation results show that the peak stress and corresponding axial strain values of the macroscopic stress-strain curve are the same. Due to the fact that the interface of the linear contact bond model does not consider the resistance of frozen soil particles to rotation, the curve obtained by numerical simulation develops faster in the strain softening stage. The measured and simulated values of the width, inclination angle of the shear band and residual strength are basically consistent, indicating that the friction coefficient in the microscopic parameters is the main factor affecting the final failure form of the soil. By comparing the experimental and simulation results, it is further shown that the relationship between the friction coefficient and the internal friction angle can be described by establishing the quantitative relationship between the friction coefficient and the Shear band inclination angle in the basic form of Mohr-Coulomb solution.
  • Xu Yuran, Jiang Hanjing
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 452-460. https://doi.org/10.20174/j.JUSE.2025.02.11
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    When coarse soil particles are under high stress, particle breakage will occur, particle size distribution will change, and finally the compressibility of particles will become larger. In this paper, through one-dimensional compression tests of gypsum and calcareous sand under high stress, the effects of initial particle size and material properties on the yield stress and compression coefficient of samples are explored. The phenomenon of particle breakage during one-dimensional compression of coarse soil particles can be simulated by discrete element software. This paper uses PFC-3D to simulate the process in three dimensions, which not only realizes the visualization of particle breakage, but also explores the influence of initial particle size, friction coefficient between particles, breakage and breakage criteria on the compression characteristics. The test and simulation results show that the yield stress decreases and the compression coefficient increases with the increase of the initial particle size; Both material properties and crushing criteria have different effects on the compression characteristics, while the friction coefficient between particles and crushing conditions have little effect. In the process of experiment and simulation, the particle size changes from the initial uniform distribution to the fractal distribution. PFC-3D can well simulate the particle breakage phenomenon.
  • Dang Wengang, Zheng Juntao, Chen Junpeng
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 461-471. https://doi.org/10.20174/j.JUSE.2025.02.12
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    As a typical granular material, sand is widely used in infrastructure construction. In order to study the influence of dynamic normal stress amplitude on the frictional characteristic of granular material, a large dynamic shear box device is used to perform the dynamic shear test on standard sand. Experimental results show that: (1) The changing pattern of shear stress, friction coefficient and normal displacement under dynamic normal stresses show variation characteristics. (2) In the stable sliding stage, the peak and valley values of shear stress increase first and then decrease with increasing normal stress amplitude, and the maximum peak shear stress is larger than that under constant normal stress. (3) There is an obvious phase shift between the peak normal stress and peak shear stress, which decreases with increasing shear displacement and increases with increasing dynamic normal stress amplitude. However, there is no phase shift between the valley normal stress and shear stress. (4) The normal displacement under dynamic normal stress increases with increasing dynamic normal stress amplitude, and it is much larger than that under constant normal stress. The study can provide a reference for determining the strength parameters of sand under dynamic load conditions in practical engineering.
  • Chu Feng, Wu Yunchao, Zhang Honggang, Chen Ting
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 472-480. https://doi.org/10.20174/j.JUSE.2025.02.13
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    Waste vinylon fiber and polyester fiber were added to loess in a certain proportion to form fiber reinforced loess. The deformation and suction of vinylon fiber reinforced loess, polyester fiber reinforced loess and plain loess under vertical load are measured with unsaturated soil consolidation meter under different water content. The yield characteristics of fiber reinforced loess and soil water characteristics under vertical load were systematically analyzed. The test results show that the yield stress of fiber reinforced loess and plain loess decreases with the increase of water content. Under the same water content, the yield stress of the Loess reinforced with vinylon fiber is greater than that of the Loess reinforced with polyester fiber. The initial suction of fiber reinforced loess is larger than that of plain loess. Under the same water content, the initial suction of the Loess reinforced with vinylon fiber is larger than that of the Loess reinforced with polyester fiber. Under the action of vertical load, the suction of plain loess gradually decreases with the increase of vertical load. With the increase of the vertical load, the suction of the Loess reinforced with vinylon fiber increases first and then becomes stable. With the increase of the vertical load, the suction of polyester fiber reinforced loess shows a trend of gentle stability at first and then gradually decreasing. The suction critical load of fiber reinforced loess decreases with the increase of water content.
  • Xiang Yang, Wang Shiji, Li Xian, Zhang Qiyong, Xia Haocheng
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 481-489. https://doi.org/10.20174/j.JUSE.2025.02.14
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    In order to explore the effect of partial particle loss on the compression consolidation and permeability characteristics of the corrosion-prone purple soil in the Three Gorges Reservoir area, one-dimensional consolidation compression test was conducted on the corrosion-prone purple soil in the Three Gorges Reservoir area, with the design dry density of 1.50, 1.45, 1.39, 1.34 g/cm3 and the loss degree of different particle groups: No deletion, deletion less than 0.075 mm grain group, deletion less than 0.25 mm grain group, deletion less than 0.5 mm grain group, deletion less than 1mm grain group two groups of variable orthogonal test; Four types of nonlinear relation between permeability coefficient and pore ratio were used to fit the test data. The results show that: (1) With the absence of particle group, the inhomogeneity coefficient Cu decreases, the average particle size increases, and the compression coefficient a1-2 decreases first and then increases; The consolidation coefficient Cv1-2 firstly decreases, then increases and then decreases. The framework effect of coarse particles also has an important effect on the permeability coefficient of coarse particles. (2) The four nonlinear permeability models are applicable to purple soil in the Three Gorges Reservoir area, among which the lg[k(1+e)]-lge permeability model has the best fitting effect on the test data, the highest correlation degree, and the form is simple.
  • Shi Zhouhuan, Sun Honglei, Sun Miaojun, Pan Kun
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 490-496. https://doi.org/10.20174/j.JUSE.2025.02.15
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    A series of cyclic triaxial tests on anisotropically consolidated sand samples were conducted to explore the effects of silt contents and consolidation stress conditions on the cyclic and post-cyclic liquefaction characteristics. The test results show that the silty sand exhibits three distinct response patterns: flow liquefaction, cyclic mobility, and residual deformation accumulation. Under the same initial state parameters, the cyclic liquefaction resistance of silty sand firstly increases and then decreases with the increase in silt content. The influence of anisotropic consolidation on the cyclic resistance is also nonmonotonic, depending on the direction and magnitude of the initial static deviator stress. Reliquefaction tests were performed on samples that are failed during the first cyclic stage, and it is found that the liquefaction resistance of samples exhibiting flow liquefaction or cyclic mobility decrease significantly in the post-cyclic tests. However, for the samples that are failed due to the residual deformation accumulation, the post-cyclic liquefaction resistance has an increasing tendency.
  • Xu Sifa, He Luyan, Jiang Genghan, Hu Xinyi
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 497-505. https://doi.org/10.20174/j.JUSE.2025.02.16
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    The polluted site in the city center generally uses a barrier wall to prevent the spread of harmful substances, but the drying-wetting cycles will affect the anti-seepage performance of the barrier wall in the polluted site. Through the flexible wall permeability test and CT scanning after drying-wetting cycles, the effect of drying-wetting cycles on the change of the impermeability of the sand-bentonite barrier wall and the characteristics of the microstructure change were studied. The experimental results show that: (1) The permeability coefficient k of sand-bentonite increases with the increase of the number of drying-wetting cycles, and the permeability coefficient of 2~6 drying-wetting cycles increased the most, from 1.33×10-7cm/s to 6.05×10-5 cm/s, increased by 454 times. (2) Combined with CT scanning and image processing, it is found that the pore volume ratio of the sample increases with the increase of the number of drying-wetting cycles, in the interval of 2~6 drying-wetting cycles, the pore volume ratio increases from 14.66% to 25.39%, after 6 drying-wetting cycles, the pore volume ratio does not increase much and tends to be stable. (3) In the early stage of the drying-wetting cycles, the isolated pores of the sample continued to germinate and expand, and the density increased, the connected pores began to appear after the 6th cycle; after the 8th cycle, the isolated pores completely evolved into connected pores.
  • Li Haojie, Tang Xianxi, Zhang Xujun, Li Mingze, Wang Zhilu
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 506-516. https://doi.org/10.20174/j.JUSE.2025.02.17
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    In recent years, the frequent occurrence of extreme weather conditions, coupled with intensified human activities, has led to frequent fluctuations in groundwater levels in the northwest region, exerting significant impacts on stabilized soils. This paper explores the utilization of fly ash and steel slag as raw materials, activated by an alkaline sodium silicate solution, to form a high-strength geopolymer gel material for the stabilization of loess soil. Through unconfined compressive strength tests, direct shear tests, scanning electron microscopy (SEM) examinations, and X-ray diffraction (XRD) analyses, the mechanical properties and microstructure changes of the stabilized soil after wet-dry cycles were investigated. The results indicate that: The degree of wetness during wet-dry cycles is a crucial factor contributing to the degradation of stabilized soil, with an increase in degradation observed as the wetness level rises. Notably, the incorporation of geopolymers effectively mitigates this degradation process. The cohesion of the stabilized soil exhibits a linear and continuous deterioration with an increasing number of cycles. A geopolymer-stabilized soil with a 20% additive content demonstrates superior resistance to wet-dry stability. After 15 cycles, both the internal friction angle of the untreated soil and the stabilized soil decrease within the first 7 wet-dry cycles but show a flattened trend subsequently. SEM and XRD analyses reveal that, in the early stages of wet-dry cycling, a small amount of unreacted steel slag and fly ash are present in the stabilized soil. These materials undergo further hydration reactions to form C-S-H and C-A-S-H cementitious compounds, which fill the voids between soil particles and thereby reduce the extent of degradation during the stabilization process.
  • Dong Xiaole, You Zhiwen, Lu Shikang, Gui Yakun, Tan Xiaohui
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 517-522. https://doi.org/10.20174/j.JUSE.2025.02.18
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    Spatial variability of soil is one of the main sources that affect the bearing performance of pile foundation. It is of great engineering practical value to study the effect of spatial variability of soil on the bearing performance of pile foundation. However, there are few researches on the effect of spatial variability on the bearing performance of pile foundation using the static load test. Therefore, this paper proposes a static load test method for small size single pile which can consider the spatial variability of soil in both horizontal and vertical directions. Taking the spatial variability of moisture content of sand as an example, firstly, a model box which can be divided into different areas is designed and fabricated independently to fill sandy soil with different moisture content. Then, a random field model is established based on Karhunen-Loeve expansion method, and the water content distribution of different regions in the model box is obtained. Finally, the sand model was prepared and filled according to the required moisture content, and the small size model pile was installed. The static load test under vertical load was carried out, and the load-settlement curve of the model pile was further obtained. By comparing the static load test results under different random field models, the influence of sands spatial variability on the bearing capacity of pile foundation is analyzed.
  • Zhu Wenxi, Deng Huafeng, Li Jianlin, Xiong Yu, Cheng Lei
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 523-532. https://doi.org/10.20174/j.JUSE.2025.02.19
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    In order to improve the granite residual soil to meet the needs of embankment filling, considering the characteristics of calcium lignosulfonate, the test of improving granite residual soil with calcium lignosulfonate was designed and carried out. The macroscopic physical and mechanical test, indoor model test and microscopic test were carried out to systematically analyze whether calcium lignosulfonate could meet the needs of embankment filling and the improvement mechanism. The results show that: (1) The addition of calcium lignosulfonate effectively improves the road performance of granite residual soil. The content of calcium lignosulfonate reaches the best at 4.00%. Compared with before improvement, the liquid limit is reduced by 32.28%, the plastic limit is reduced by 40.06%, the optimum moisture content is reduced by 18.63%, and the bearing ratio is increased by 567.09%. (2) The incorporation of calcium lignosulfonate significantly improved the mechanical properties of granite residual soil. The compressive strength of the solidified body increased by 61.12%~126.11%, the internal friction angle increased by 13.08%~37.74%, and the cohesion increased by 108.50%~379.86% under the dosage of 2.00%~8.00%. (3) There are two main aspects of the enhancement mechanism of calcium lignosulfonate modified granite residual soil. On the one hand, after the hydrolysis of calcium lignosulfonate, it can undergo protonation reaction to form lignin polymer, which can cement the soil and improve the mechanical properties. On the other hand, the calcium ions hydrolyzed from calcium lignosulfonate form a typical carbonate cementing material CaMg (CO3)2 through ion exchange reaction, and the carbonate cementing strength is higher than that of clay minerals.
  • Kang Qingyu, Lü Qingfeng, Gao Fei, Xu Xiaohua, Li Yu
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 533-539. https://doi.org/10.20174/j.JUSE.2025.02.20
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    The structure of screw threaded pile is complex, and its force analysis has always been a difficult research point. To study the friction characteristics of the loess-threaded contact surface, In this paper, 3D printing technology is used to make threaded contact surfaces, and combined with direct shear test. This research analyzed shear stress-strain curves, shear stiffness, internal friction angle, and cohesion of the contact surface, and the influences of dry density, water content, and screw thread pitch changes on the friction characteristic were also discussed. The research revealed the loess-screw thread contact surface experienced nonlinear elastic deformation, plastic failure, and shear slippage during the shear test process. When the dry density decreases, water content increases, and normal stress increases, the nonlinear elastic deformation characteristic of the stress-strain curve intensifies, and the potential of strain softening reduces. The tangential stiffness of the contact surface is positively correlated with dry density and negatively correlated with water content. The cohesion of the contact surface is mainly affected by dry density and water content, while the screw thread pitch has a significant impact on the internal friction angle of the contact surface. Based on the friction characteristics, it is recommended that the optimal screw thread pitch and pile diameter of screw threaded pile be the same.
  • Fan Xiang, Tian Xiaolong, Jiang Shaowu, Qiu Chang, Chen Rui
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 540-550. https://doi.org/10.20174/j.JUSE.2025.02.21
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    Using silt soil as a raw material, the study aims to investigate the impact of curing age, type and content of the curing agent, and interfacial roughness on the shear mechanical properties of the silt soil-concrete interface. Concrete specimens and cured silt soil specimens were self-made and then subjected to shear mechanical testing using an indoor straight shear apparatus. The results indicate that: The type and content of the curing agent, as well as the curing age, affect the water content and degree of curing of the silt soil, thus influencing the interfacial shear mechanical behavior. Silt soil cured with SiO2 exhibited greater interfacial shear strength and cohesive strength compared to that cured with MgO under the influence of admixtures. The internal friction angle at the shear interface of the cured silt is largest at 12% MgO doping, followed by 12% and 6% SiO2 doping respectively, and is smallest at 6% MgO doping. An empirical formula of the shear hyperbolic type for the cured silt-concrete interface at different curing ages was established by incorporating the corrections made to the hyperbolic model.These results can provide valuable references for the design and construction of precast friction piles in soft soil areas.
  • Ma Kaimeng, Zhang Junru, Yan Zhijian, Wang Bo
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 551-562. https://doi.org/10.20174/j.JUSE.2025.02.22
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    With the development of China's transportation network and the improvement of construction techniques, the construction of numerous high-difficulty tunnels has driven the in-depth advancement of tunnel engineering research. As the primary load-bearing region of the surrounding rock, the range of the pressure arch significantly impacts tunnel stability. Although extensive studies on tunnel pressure (bearing) arches exist, systematic reviews in this field remain scarce. This paper reviews the research progress on pressure arches, tracing their historical development and summarizing research methods and boundary determination criteria. Among these, the inner boundary defined by “tangential stress greater than the original rock stress” and the outer boundary defined by “tangential stress recovering to 110% of the original rock stress” are widely recognized. The formation of the pressure arch is influenced by the interplay of surrounding rock conditions, in-situ stress magnitude, tunnel shape and size, and construction factors. Its evolution process can be categorized into four states: initial pressure arch, separated pressure arch, stable pressure arch, and collapsed pressure arch. The primary goal of construction support is to prevent the occurrence of the collapsed pressure arch state. The relationship between surrounding rock pressure and the range of the pressure arch reveals that the support structure in rock tunnels mainly provides deformation pressure to maintain the stability of the surrounding rock, whereas in soil tunnels, the support structure primarily resists the loose load within the pressure arch. Future research should focus on improving the arch formation mechanism, investigating the distribution of pressure arches in heterogeneous rock masses, and exploring the three-dimensional dynamic morphology of pressure arches.
  • Tan Zhongsheng, Zhang Baojin, Wei Peng, Lin Ke, Zhao Jinpeng
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 563-571. https://doi.org/10.20174/j.JUSE.2025.02.23
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    When tunnels are built in super deep soft rock, due to high geo-stress and weak surrounding rock, large deformation disasters often occur in tunnels. The middle pilot tunnel stress release technology is used to release part of the crustal stress, which can transform the high-ground stress field in the surrounding rock into the low-ground stress field, reduce the stress of the surrounding rock on the support structure when the main tunnel is expanded, thus reducing the tunnel deformation and ensuring the safety of the support structure. Therefore, relying on the Haba Snow Mountain Large Deformation Tunnel in the Lixiang section of the Yunnan Tibet Railway, literature research, numerical simulation, and on-site tests are used to study the tunnel deformation, initial support structure stress, and distribution of the loose zone of the surrounding rock under different advance distance conditions of the middle pilot tunnel. Finally, a reasonable advance distance for the middle pilot tunnel was proposed, and its application effect was analyzed through on-site monitoring. The results show that when the leading distance of the middle pilot tunnel is twice the diameter of the middle pilot tunnel, the deformation and plastic zone of the tunnel and surrounding rock are relatively small, and the stress on the support structure is relatively reasonable. Moreover, the average deformation of the tunnel measured on site can be reduced by 44.52%. The initial support structure reduces the surrounding rock pressure, steel stress, and shotcrete stress by an average of 32%, 35%, and 31%.
  • Wang Xiangqin, Zhu Wancheng, Liu Honglei, Deng Wenxue
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 572-580. https://doi.org/10.20174/j.JUSE.2025.02.24
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    To achieve the goal of utilizing the underground space of abandoned mines for military purposes, this paper uses the Flac3D software to simulate and study the feasibility of expanding abandoned mine tunnels into ammunition storage facilities in terms of stability. First, based on the distribution of the tunnels in the abandoned mine, and then combining the burial depth of the ammunition storage, the safe adjacent distance, and specific cross-sectional parameters and other quantitative indicators, the specific layout of eight ammunition storage facilities was determined. Subsequently, after three-dimensional modeling, the stability of the surrounding rock in a certain mining area was simulated after undergoing the entire mining process, including development, extraction, and backfilling, in its abandoned state. This determined the feasibility of expanding the ammunition storage facilities in terms of stability for a certain mining area. Finally, through further refined modeling of the ammunition storage facilities, the stability of the expanded eight ammunition storage facilities was simulated and analyzed, and the following conclusions were drawn: there is only a small area of tensile stress concentration on the surface but no destruction, most of the underground tunnels have very good stability, and local damage is mainly concentrated in the arch top and floor of the tunnels; the eight ammunition storage facilities expanded with these cross-sectional parameters can basically ensure overall stability.
  • Liu Yanwen
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 581-589. https://doi.org/10.20174/j.JUSE.2025.02.25
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    The soil and groundwater in the northwest region of China contain high concentrations of Cl-, SO42- and Mg2+, and the aggressive ions will penetrate into the tunnel lining concrete, seriously threatening the service life of the concrete structure. In this paper, orthogonal tests were used to investigate the effects of water-cement ratio, silica fume mixing amount and fly ash mixing amount on the performance of lining concrete. In order to better simulate the actual environment, five different types of composite salt solutions containing Cl-, SO42- and Mg2+ were prepared, and the optimal combination of factors in the orthogonal test was selected to carry out a study on the change rule of the compressive strength and the chloride concentration in the surface layer after 56 days of erosion, and the micro-analysis of the erosion process was carried out by using Scanning Electron Microscope (SEM) and X-ray diffraction (XRD). The results show that the mechanical properties and anti-chlorine ion erosion performance of lined concrete are best when the water-cement ratio, fly ash dosage, and silica fume dosage are 0.33, 30%, and 8%; when the concrete is under the joint action of Cl- and SO42-, the expansion of the hydration product calcite destroys its internal structure, which results in the decrease of the compressive strength and the acceleration of the rate of Cl- invasion; and under the joint action of Cl- and Mg2+, the Mg2+ invasion will destroy the alkaline environment inside the concrete, which will also cause the reduction of compressive strength, but its product Mg(OH)2 will hinder the invasion of Cl- into the interior of the material. When Cl-, SO42- and Mg2+ act together, Mg2+ and SO42- can inhibit the erosion rate of Cl- to different degrees, respectively, while SO42- and Mg2+ exist in a compound effect of mutual inhibition, which makes it possible to effectively reduce the loss of compressive strength of concrete.
  • Pu Zhenxing
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 590-599. https://doi.org/10.20174/j.JUSE.2025.02.26
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    The use of single-layer linings in hard-rock tunnels can effectively reduce construction costs and improve construction efficiency, but there are few studies on the stability and structural strength of single-layer linings. In order to analyze the performance of single-layer polyolefin fiber concrete lining in hard rock tunnels, this paper compares and analyses the single-layer lining with the same grade of plain concrete using concrete mechanical property tests, on-site monitoring, and numerical simulation. The results show that: 1) polyolefin fiber concrete has higher strength and toughness, the fibers are able to inhibit cracking and have better plasticity properties during deformation; 2) the use of polyolefin fiber concrete single-layer lining under the Ⅱ-perimeter rock surface settlement is small, and it can meet the required structural strength and stability; 3) compared with the single-layer lining of polyolefin fiber concrete than composite lining cost savings of 5.3% per linear meter.
  • Qiao Shigang, Yang Guangqing, Cao Kangling, Wang Jinghe
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 600-609. https://doi.org/10.20174/j.JUSE.2025.02.27
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    In order to study the reasonable bench excavation method for large cross-section sandy loess tunnels, the longest loess tunnel of the Zhongwei to Lanzhou Railway is used as the research object. Some geotechnical tests in laboratory were carried out to obtain the surrounding rock parameters. The numerical simulation method was used to compare and analyze the deformation control effects of surrounding rock under the combination of three bench method, three bench seven step method, and three bench temporary inverted arch method with advanced pipe shed support, and consider construction progress and cost factors, a reasonable construction method was selected. Field test effort was carried out and the effectiveness of the reasonable construction method was evaluated. The research results show that: (1) For the settlement and horizontal convergence of the arch, the control effects of the three bench temporary inverted arch method and the three bench seven step method are equivalent, with the three bench method being the worst. (2) For the extrusion displacement of the work face, the three bench temporary inverted arch method has the best control effect, while the three bench seven step method has the worst control effect. (3) The on-site test results of the three bench temporary inverted arch method indicate that, the distribution of surrounding rock pressure along the tunnel circumference is relatively small, less than the calculated value of loose pressure in the specifications, and the surrounding rock is in an elastic-plastic state. The bending moment of the steel arch is small, the axial force is large, showing the characteristics of small eccentric compression, and the safety factor is less than the allowable value of the specification. (4) Based on the comprehensive numerical simulation and on-site testing results, the three bench temporary inverted arch and advanced pipe shed combination construction method takes into account the construction speed and surrounding rock deformation control requirements, and can be used as the optimal construction method for large cross-section sandy loess tunnels.
  • Li Shuguang
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 610-619. https://doi.org/10.20174/j.JUSE.2025.02.28
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    In the straight cut blasting, the empty hole is often used as the auxiliary free surface and the compensation space of the blasting rock, which has an important influence on the blasting effect. Based on the background of a railway tunnel project, this paper studies the empty hole linear cutting blasting through three important means of theoretical analysis and calculation, numerical simulation and field application. With the help of ANSYS / LS-DYNA finite element software, the influence of two key technical parameters of empty holes with different diameters and the spacing between holes on the blasting effect under the action of multi-hole blasting is analyzed. The results show that the final forming effect of the empty hole linear cutting blasting cavity is related to the diameter of the empty hole and the distance between the charging and the empty holes. When the diameter of the empty hole is two times the diameter of the charging hole and the distance between the two is 2.5 times the diameter of the empty hole, the cutting blasting effect is the best. Based on the theoretical analysis and numerical simulation results, the design and application of empty hole linear cutting blasting are carried out on the site. The tunnel face is smooth and smooth, the average linear over-excavation is about 15 cm, and the contour forming quality is high, which verifies the rationality of numerical simulation and blasting scheme. The research results can provide reference for similar tunnel section blasting design.
  • Li Ping, Ma Xiangqian, Chen Yumin, Liu Guanghui, Li Yan
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 620-628. https://doi.org/10.20174/j.JUSE.2025.02.29
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    A micro-disturbance support technique using MJS waterproof wall set drilling and grouting piles has been designed to tackle the challenge of difficult excavation and support of deep foundation pits in narrow and confined spaces. Employing the Plaxis 3D finite element analysis software, a 3D numerical calculation model was established based on the third phase of the deep foundation pit project of the Hai'an railway station expansion project in order to optimize the impact of the MJS waterproof wall on the deformation of the pile foundation of adjacent existing buildings under various working conditions, including grouting pressure, grouting range, pile diameter, and construction sequence. The results indicate that the horizontal deformation displacement at the depth of existing pile foundations increases linearly with the MJS pile grout pressure coefficient; the deformation effect on adjacent existing pile foundations decreases along the pile depth direction with the reduction in MJS pile grout range; the deformation displacement of existing pile foundations changes non-linearly with the MJS pile diameter; considering the effect of different construction sequences of multiple piles, the symmetric construction method from the middle to both sides has the least cumulative deformation on the nearby existing pile foundation, which can provide experience for the excavation and support of the foundation pit in similar narrow and confined spaces.
  • Yang Xiaolong, Xiang Tianbing, Si Jianqiang, Wang Wei, Yang Yinglong
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 629-636. https://doi.org/10.20174/j.JUSE.2025.02.30
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    Large deformation control of soft rock tunnel is an unavoidable technical problem in long-distance water diversion project. The depth of Caijiacun tunnel in Kunming section of Central Yunnan Water Diversion Project is generally large. Also, fault structure and joint fissure are developed as long diagenetic age. During the construction process, the frequent occurrence of large deformations in the soft rock cave section causing intrusion and arch replacement poses a serious threat to the safety, progress, and cost of engineering construction. The large deformation conditions and reasons in the process of tunnel construction are summarized, and taking the upstream section of the 4# branch as an example to analyze deformation characteristics and the effectiveness of treatment measures using numerical simulation analysis method. On this basis, evaluation criteria of large deformation classification based on strength and strength-stress ratio is proposed. Also, comprehensive treatment guidelines including excavation bench, deformation allowance, advanced support, primary support and bedding layer is established, which effectively solves large deformation problems in subsequent soft rock tunnel sections. The research results can provide experience for tunnel construction under similar geological conditions.
  • Pan Zhenhua, Bao Weixing, Guo Qiang, Che Bowen, Lu Hanqing
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 637-647. https://doi.org/10.20174/j.JUSE.2025.02.31
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    In the high altitude cold area, tunnel disease is a serious threat to road safety. In this paper, a large number of monitoring data obtained from field experiments are used to study the climatic characteristics and temporal and spatial distribution of temperature field in a tunnel in a cold area of high altitude on the Qinghai-Tibet Plateau. The coupling frost heave model of hydraulic-thermal-mechanical is established, and the hydraulic-thermal-mechanical numerical simulation is carried out by using the coefficient type partial differential equation and the solid mechanics model in COMSOL mathematical module. The accuracy of the model was verified by the monitoring data. On this basis, the hydraulic-thermal-mechanical distribution characteristics of the tunnel project in the cold region were studied. The results show that there is a strong correlation between the outside air temperature and the tunnel temperature, and the closer to the entrance, the stronger the response between the two. The influence of air temperature on the radial temperature field of tunnel is mainly reflected in the lining and shallow surrounding rock, and the influence on the temperature of deep surrounding rock is small and relatively lagging. In the cold season, the ice content at the invert of the tunnel and the secondary lining stress at the side wall of the tunnel reach the maximum. In addition, the interaction between meteorological elements, lining and surrounding rock is the main cause of freezing damage at tunnel entrance in high altitude cold area. The research results are helpful to better understand the mechanism of hydraulic-thermal-mechanical action of tunnels in cold areas of high altitude, and provide scientific basis and reference for the design and maintenance of tunnel engineering in cold areas.
  • Ma Chengzheng
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 648-653. https://doi.org/10.20174/j.JUSE.2025.02.32
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    The carbon emission and carbon neutrality goal is China's solemn commitment to the effective management of carbon emissions by the international community. The passenger flow intensity management of urban rail transit operating enterprises focuses on the formation mechanism, evolution mechanism, early warning probability, risk management and emergency treatment of large passenger flow in stations. The active prediction of passenger flow can not be realized while Relying on the staff's manual inspection and through the preset monitoring image monitoring of a specific area. Based on AFC big data and intelligent video image recognition processing and analysis principle, a dual-dimension coupling trigger mechanism for subway sudden large passenger flow warning is proposed. The trigger judgment matrix of sudden large passenger flow coupling is constructed, and the early-warning risk probability of sudden large passenger flow is defined hierarchically. Then put forward the passenger flow control response guide. Taking Nanjing Metro intelligent early warning information platform for sudden large passenger flow as an example, the accuracy and operability of early warning mechanism and coupling trigger mechanism is verified.
  • Zhang Yongjuan, Zhang Jian, Sun Rui, Chen Ziang, Feng Tugen
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 654-660. https://doi.org/10.20174/j.JUSE.2025.02.33
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    Aiming at the face stability analysis of shallow shield tunnel in sand, the minimum limit support pressure to maintain the face stability obtained by the rigorous three-dimensional lower bound numerical limit analysis calculation codes. The comparison among the calculated results, the upper bound method, the limit equilibrium method and the model test results verifies that the support pressure obtained by the proposed method is the better solution within the theoretical framework of limit analysis. The results show that: The proposed three-dimensional lower bound numerical limit analysis method in this article can directly obtain the ultimate support pressure and failure mechanism of tunnel face. The proposed method can also overcome the limitations from the preset failure mechanism and has high calculation accuracy. The results also show that the internal friction angle affects the failure mechanism of the stratum in front of the excavation face, and then affects the variation law of the ultimate support pressure of the excavation face. When the internal friction angle is small, the whole stratum in front of the excavation face will be unstable and the ultimate support pressure will gradually increase with the increase of the buried depth ratio; When the internal friction angle is large, the stratum in front of the excavation face only produces local instability, and the support pressure is hardly affected by the buried depth ratio. The ultimate support pressure will decrease with increased internal friction angle at different buried depth ratios. The research results further enrich the theoretical results of shield tunnel face stability, and can provide reference for the design of face support pressure in shallow shield tunnel construction.
  • Chen Shengwei, Liang Wuxing, Guo Yuping, Cheng Gong, Wang Tongtao
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 661-671. https://doi.org/10.20174/j.JUSE.2025.02.34
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    The stability of underground salt caverns plays an important practical role in the wide application of underground gas storage in China. By using FLAC3D simulation software, the effects of wellhead spacing and cyclic internal pressure on the operational stability of salt rock gas storage were explored from three perspectives: volume shrinkage rate, cavern roof settlement, and relative plastic zone volume. The simulation results showed that when the wellhead spacing is 12 m or 14 m, the two-well salt cavern still had good long-term stability after 30 years of operation. The change in cyclic internal pressure will significantly affect the indicators such as the settlement of the roof of the carven. Taking into account the safety and economy of the operation of the two-well salt cavern, the minimum operating internal pressure for gas storage operation should not be lower than 8 MPa. And the influence of wellhead spacing on the settlement of the pipe string unit and the volume of the surrounding relative plastic zone was discussed. The results showed that the change in wellhead spacing had little effect on the pipe string unit when it did not exceed 20 meters.
  • Yang Zhongping, Gao Yuhao, He Kejun, Lu Bingqing, Yang Faxiang
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 672-683. https://doi.org/10.20174/j.JUSE.2025.02.35
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    To enhance the accuracy of karst collapse risk prediction, 457 historical collapse points in the Zhongliangshan area of Chongqing City were used as the basic data. Combined with the fuzzy analytic hierarchy process and information value method, karst collapse susceptibility zones were delineated, and the accuracy of these zones was verified using a receiver operating characteristic (ROC) curve based on evenly distributed non-collapse points selected considering the density of collapse points. A threshold equation for early effective rainfall volume and rainfall duration (PEE-D) was established using recent historical data from 57 rainfall-induced karst collapse points. This equation, along with susceptibility zones, was used to construct a heuristic matrix risk prediction model. By fitting the probability of collapse with the intensity and duration of rainfall, continuous probability values for rainfall-induced karst collapse were obtained and coupled with susceptibility zones to construct a continuous probability prediction model. These two karst collapse prediction models were validated using four recent rainfall-induced collapse events from 2021 to 2022. The results show that: (1) The area under the ROC curve (AUC value) obtained using non-collapse points selected at different multiples of the number of collapse points exceeded 0.95, indicating a high accuracy of the delineated susceptibility zones; (2) A logistic regression model for continuous probability of rainfall-induced karst collapse in the Zhongliangshan area was established, with a goodness-of-fit of 0.9135 compared to the discrete probability results obtained from the critical rainfall threshold model; (3) Both prediction models yielded similar risk level predictions for the four recent collapse events. However, the area classified as extremely high risk by the heuristic matrix risk prediction model was significantly larger than that by the continuous probability prediction model, indicating a conservative bias in its predictions. The heuristic matrix risk prediction model is easy to implement, while the continuous probability prediction model offers higher accuracy and spatial resolution.
  • Shen Yiming, Zhang Dongmei, Huang Zhongkai, Zhu Meiheng
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 684-694. https://doi.org/10.20174/j.JUSE.2025.02.36
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    Long-term settlement is one of the significant factors affecting the longitudinal structure safety of shield tunnel during operation. In order to more accurately predict the long-term settlement development of shield tunnel during operation, relying on deep learning algorithms, this paper proposes a long-term settlement prediction method of shield tunnel based on empirical mode decomposition and multi-layer long short-term memory artificial neural network (EMD-Multi-layer LSTM). The proposed method is designed to achieve the long-term settlement prediction of shield tunnel during operation through four key steps, namely data pre-processing, empirical mode decomposition, prediction model construction and result reconstruction, and has been successfully applied to the long-term settlement prediction analysis of multiple monitoring points in Shanghai Metro Line 10. The results indicate that: (1) Compared with the benchmark algorithms like traditional LSTM and Support Vector Machine (SVM), the model proposed in this study can more effectively predict the dynamic development of the shield tunnel's long-term settlement during operation. The generalization ability of the model is significantly improved, and the prediction accuracy of the long-term settlement is excellent, of which the maximum absolute prediction error can be controlled within 1.3 mm. (2) Meanwhile, the applicability performance analysis shows that the EMD-Multi-layer LSTM prediction model established in this paper has excellent applicability and the prediction results are always reliable under different circumstances. In general, the prediction method proposed in this study provides a new solution for the long-term settlement prediction of shield tunnel during operation, and relevant research can provide early warning and guidance for the maintenance of shield tunnel during operation.
  • Man Ke, Wu Liwen, Liu Xiaoli, Song Zhifei, Li Kena
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 695-708. https://doi.org/10.20174/j.JUSE.2025.02.37
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    Rockburst is a common dynamic geological hazard in underground engineering. In order to improve the prediction effect of the rockburst grade and the generalization of the prediction model, the Gate Recurrent Unit (GRU) neural network model with excellent memory and strong temporal timing was proposed to predict the rockburst grade. Firstly, based on the characteristics of rockburst genesis and grey correlation analysis, reasonable rockburst prediction indicators were screened, and the data of 137 sets of rockburst samples with existing research results were used as input and output data sets. Then, the optimal hyperparameter and the best prediction effect were through hyperparameter tuning of the model, and the rockburst grade prediction effect of the GRU model was compared with the rockburst grade prediction effect of the RF model, SVM model, CNN model, LSTM model, BP model, Russenes criterion, Wang Yuanhan criterion, Guan Baoshu criterion, brittleness coefficient criterion and elastic energy index criterion to verify the effectiveness of the GRU model, and verify the generalization of the GRU model according to the random sampling analysis of different models. Finally, two engineering examples were used to verify the practicality of the GRU model. The results show that the reasonable prediction indicators of rockburst are tangential stress of surrounding rock σθ, stress coefficient σθc, the ratio of uniaxial compressive strength to uniaxial tensile strength σc/σt and elastic energy index Wet. According to the result analysis of different prediction methods, the effect of the GRU model in predicting rockburst grade is significantly higher than the above other prediction methods. Moreover, according to the random sampling analysis results of different models, the generalization of the GRU model in predicting rockburst grade is significantly strong. The prediction results of rockburst grade in the two engineering examples are in line with the actual rockburst situation, and the GRU model proposed in this paper is practical.
  • Liao Qinglong, Yang Fan, Li Yongfu, Jiang Deyi, Wang Qian
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 709-719. https://doi.org/10.20174/j.JUSE.2025.02.38
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    In order to realize the "Double Carbon" strategy, the state is gradually taking measures to reduce the proportion of coal-fired thermal power and increase the use of clean energy such as solar energy and wind energy. In recent years, due to the temporal and spatial uncertainty of renewable energy and the lack of large-scale energy storage facilities, the phenomenon of abandoning wind and power (abandonment of light) is becoming more and more serious. In order to improve the utilization rate of wind and solar energy, it is proposed to use abandoned coal mine goafs as an underground large-scale pumped hydro storage reservoir in areas rich in solar and wind energy to promote the combined use of available energy. The storage capacity of the goaf as a large-scale pumped hydro storage reservoir is analyzed from the aspects of storage capacity, usable capacity and gas-liquid exchange in the goaf. Combined with the characteristics of goaf and related meteorological characteristics of typical abandoned coal mines in China, the energy storage characteristics of underground reservoirs in goaf are analyzed. It has been found that using abandoned coal mine goafs to develop pumped hydro storage plants is technically feasible in wind and solar-rich northwestern and southwestern China.
  • Wu Yuanjin, Sun Yi, Shang Jiaxu, Wang Shugang
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 720-729. https://doi.org/10.20174/j.JUSE.2025.02.39
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    The development achievements of sensor technology, Internet of Things, big data, and artificial intelligence have been widely applied in the field of tunnel construction engineering, promoting the development of digital twins for smart tunnel ventilation systems. This study aims to explore the application of digital twins in intelligent ventilation systems for tunneling to achieve accurate regulation of ventilation parameters and enhance safety and efficiency in construction environments. This paper took the fundamental related to establishing the digital twin of construction tunnel ventilation systems and the current situation analysis of intelligent ventilation as the point of penetration. The digital twin framework of an intelligent ventilation system for tunneling with computation-measurement complementary was proposed, which consisted of five modules: physical space, virtual space, data fusion, mechanism model and application services. To effectively implement the digital twin, the research designed the architecture of the intelligent ventilation digital twin management platform and introduced a real-time data-driven multidimensional fusion model to achieve accurate mapping of states and behaviors between the virtual and physical spaces. Based on the proposed theories and methodologies, the study conducted practical application and validation in a real tunnel construction ventilation system. By integrating the developed intelligent ventilation twin model into the construction management platform, successful applications were achieved. Consequently, this study provided a new method for ventilation management in construction tunnels by integrating digital twins into daily ventilation management.
  • Wang Yongdong, Xue Wei, Wang Jie, Hu Zhihao, Ren Yutong
    Chinese Journal of Underground Space and Engineering. 2025, 21(2): 730-738. https://doi.org/10.20174/j.JUSE.2025.02.40
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    Twin-tube complementary ventilation is often used in tunnels where the ventilation load ratio of the left and right lines is too large. In order to further improve its advantages in the longitudinal ventilation energy saving of highway tunnels, based on the twin-tube complementary ventilation, combined with compensation concept, the complementary ventilation required ventilation volume was optimized, and the calculation formula of the total required ventilation volume was modified. The applicability of complementary ventilation based on compensatory concept was studied from the perspective of required ventilation volume and ventilation load ratio, the effects on the complementary required ventilation volume and compensatory complementary required ventilation volume were investigated and analyzed in terms of the influence factors, such as altitude, temperature, tunnel length, longitudinal slope, traffic flow, traffic composition and interval between the two tubes. The results show that: The modified compensatory complementary required ventilation volume calculation method has significant advantages, and the advantages of this calculation method will be reduced with the increase of altitude; it is the more economic way to apply the compensatory complementary ventilation system in twin-tube tunnels with lengths are greater than 4 000 m and slopes are greater than 1.5%. It is suitable to adopt twin-tube complementary ventilation based on compensation concept when the tunnel traffic volume is between 25 000 pcu/d and 30 000 pcu/d, the proportion of large vehicles is not less than 35% or the tunnel traffic volume is greater than 30 000 pcu/d, the proportion of large vehicles is not less than 25%.