[1] Thevanayagam S, Shenthan T, Mohan S, et al. Undrained fragility of clean sands, silty sands, and sandy silts[J]. Journal of geotechnical and geoenvironmental engineering, 2002, 128(10): 849-859.
[2] Vallejo L E. Interpretation of the limits in shear strength in binary granular mixtures[J]. Canadian Geotechnical Journal, 2001, 38(5): 1097-1104.
[3] Peng M, Zhang L M. Breaching parameters of landslide dams[J]. Landslides, 2012, 9(1): 13-31.
[4] Yasuda S, Shimizu Y, Deguchi K. Investigation of the mechanism of the 2015 failure of a dike on Kinu River[J]. Soils and Foundations, 2016, 56(4): 581-592.
[5] Zhu Y, Nie Z, Gong J, et al. An analysis of the effects of the size ratio and fines content on the shear behaviors of binary mixtures using DEM[J]. Computers and Geotechnics, 2020, 118: 103353.
[6] 张嘎, 王刚, 尹振宇, 等. 土的基本特性及本构关系[J]. 土木工程学报, 2020, 53(2): 105-118. (Zhang Ga, Wang Gang, Yin Zhenyu, et al. A critical review on the research of fundamental behavior and constitutive relationship of the soil[J]. China Civil Engineering Journal, 2020, 53(2): 105-118. (in Chinese))
[7] 姚仰平, 张丙印, 朱俊高. 土的基本特性、本构关系及数值模拟研究综述[J]. 土木工程学报, 2012, 45(3): 127-150. (Yao Yangping, Zhang Bingyin, Zhu Jungao. Behaviors, constitutive models and numerical simulation of soils [J]. China Civil Engineering Journal, 2012, 45(3): 127-150. (in Chinese))
[8] Roscoe K H, Schofield A N, Thurairajah A. Yielding of clays in states wetter than critical[J]. Geotechnique, 1963, 13(3): 211-240.
[9] Wang Z, Liu X, Yang X, et al. An improved duncan-chang constitutive model for sandstone subjected to drying-wetting cycles and secondary development of the model in FLAC 3 D[J]. Arabian Journal for Science and Engineering, 2017, 42(3): 1265-1282.
[10] Labuz J F, Zang A. Mohr-Coulomb Failure Criterion[J]. Springer International Publishing, 2012.
[11] Shakya S, Inazumi S. Applicability of Numerical Simulation by Particle Method to Unconfined Compression Tests on Geomaterials[J]. Civil Engineering Journal, 2024, 10(1): 1-19.
[12] Ali T, Eldin M N, H W. The Effect of Soil-Structure Interaction on the Seismic Response of Structures Using Machine Learning, Finite Element Modeling and ASCE 7-16 Methods[J]. Sensors, 2023, 23(4): 2047.
[13] Aydın Y, Işıkdağ Ü, Bekdaş G, et al. Use of Machine Learning Techniques in Soil Classification[J]. Sustainability, 2023, 15(3): 2374.
[14] 林永贵,王海波,魏立新,等. 基于机器学习的岩石节理面力学性能分析及预测[J].人民长江, 2024, 55(7): 240-246. (Lin Yonggui, Wang Haibo, Wei Lixin, et al. Analysis on mechanical properties of fractured rock mass and intelligent prediction based on machine learning[J]. Yangtze River, 2024, 55(7): 240-246. (in Chinese))
[15] Zhang N, Shen S L, Zhou A, et al. Application of LSTM approach for modelling stress-strain behaviour of soil[J]. Applied Soft Computing, 2021, 100: 106959.
[16] Sadik L. Developing Prediction Equations for Soil Resilient Modulus Using Evolutionary Machine Learning[J]. Transportation Infrastructure Geotechnology, 2024,11(4):1598-1620.
[17] 周世杰,孟上九,孙义强,等. 基于机器学习的黏土三轴应力—应变曲线预测研究[J]. 工业建筑, 2023,53(增2): 456-461. (Zhou Shijie, Meng Shangjiu, Sun Yiqiang, et al. Prediction of triaxial stress-strain curves of clay based on machine learning [J]. Industrial Construction, 2023, 53(Supp.2): 456-461. (in Chinese))
[18] Zeini H A, Al-Jeznawi D, Imran H, et al. Random Forest Algorithm for the Strength Prediction of Geopolymer Stabilized Clayey Soil[J]. Sustainability, 2023, 15(2): 1408.
[19] 王海波, 黄林冲, 林越翔,等. 基于机器学习模型的节理岩体UCS预测方法[J]. 人民长江, 2024, 55(增1): 192-197, 202. (Wang Haibo, Huang Linchong, Lin Yuexiang, et al. UCS prediction method for jointed rock masses based on machine learning models [J]. Yangtze River, 2024, 55(Supp.1): 192-197, 202. (in Chinese))
[20] Cundall P A, Strack O D L. A discrete numerical model for granular assemblies[J]. Géotechnique, 1979, 29(1): 47-65.
[21] Hazeghian M, Soroush A. DEM-aided study of shear band formation in dip-slip faulting through granular soils[J]. Computers and Geotechnics, 2016, 71: 221-236.
[22] Shi Z, Jiang T, Jiang M, et al. DEM investigation of weathered rocks using a novel bond contact model[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(3): 327-336.
[23] Xiong H, Zhang Z, Yang J, et al. Role of inherent anisotropy in infiltration mechanism of suffusion with irregular granular skeletons[J]. Computers and Geotechnics, 2023, 162: 105692.
[24] 姚志雄. 三维离散元法解析砂型泥石流细观运动特征研究[J]. 地下空间与工程学报, 2017, 13(5): 1414-1423. (Yao Zhixiong. Analysis on Mesoscopic Movement Characteristic of Sandy Debris Flow by 3D Discrete Element[J]. Chinese Journal of Underground Space and Engineering, 2017, 13(5): 1414-1423. (in Chinese))
[25] 路军富, 章春炜, 钟英哲, 等. 不同含水率砂卵石围岩宏细观力学特性研究[J]. 地下空间与工程学报, 2018, 14(6): 1564-1570. (Lu Junfu, Zhang Chunwei, Zhong Yingzhe, et al. Research on Macro-Meso Mechanical Properties of Sandy Cobble Surrounding Rock with Different Moisture Content[J]. Chinese Journal of Underground Space and Engineering, 2018, 14(6): 1564-1570. (in Chinese))
[26] Yang J, Gu X Q. Shear stiffness of granular material at small strains: does it depend on grain size?[J]. Géotechnique, 2013, 63(2): 165-179.
[27] Abbireddy C O R, Clayton C R I. Varying initial void ratios for DEM simulations[J]. Géotechnique, 2010, 60(6): 497-502.
[28] Minh N H, Cheng Y P. A DEM investigation of the effect of particle-size distribution on one-dimensional compression[J]. Géotechnique, 2013, 63(1): 44-53.
[29] Shire T, O'Sullivan C, Hanley K J, et al. Fabric and Effective Stress Distribution in Internally Unstable Soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(12): 04014072.
[30] Xie Y, Yang J, Zhang C, et al. A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density[J]. Computers and Geotechnics, 2023, 153: 105083.
[31] Huang X, Hanley K J, O'Sullivan C, et al. Exploring the influence of interparticle friction on critical state behaviour using DEM[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(12): 1276-1297.
[32] Yang J. The critical state friction angle of granular materials: does it depend on grading?[J]. Acta Geotechnica, 2018.
[33] Hu Z, Li J Z, Zhang Y D, et al. A CFD-DEM study on the suffusion and shear behaviors of gap-graded soils under stress anisotropy[J]. Acta Geotechnica, 2023, 18(6): 3091-3110.
[34] Yang Z X, Yang J, Wang L Z. On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis[J]. Granular Matter, 2012, 14(3): 433-447.
[35] Zhang L, Thornton C. DEM simulations of the direct shear test[A]//15th ASCE Engineering Mechanics Conference[C]. Columbia University New York, 2002: 2-5.
[36] Zhao T, Houlsby G T, Utili S. Investigation of granular batch sedimentation via DEM-CFD coupling[J]. Granular Matter, 2014, 16(6): 921-932.
[37] Cheng K, Wang Y, Yang Q, et al. Determination of microscopic parameters of quartz sand through tri-axial test using the discrete element method[J]. Computers and Geotechnics, 2017, 92: 22-40.
[38] Liu Y, Wang Y, Zhang J. New machine learning algorithm: Random forest[A]//Information Computing and Applications, ICICA 2012, Chengde, Chinat[C]. Springer Berlin Heidelberg, 2012: 246-252.
[39] Iwendi C, Anajemba J H, Biamba C, et al. Security of Things Intrusion Detection System for Smart Healthcare[J]. Electronics, 2021, 10(12): 1375.
[40] Kohonen T. An introduction to neural computing[J]. Neural networks, 1988, 1(1): 3-16.
[41] 单敬福, 陈欣欣, 赵忠军, 等. 利用BP神经网络法对致密砂岩气藏储集层复杂岩性的识别[J]. 地球物理学进展, 2015, 30(3): 1257-1263. (Dan Jingfu, Chen Xinxin, Zhao Zhongjun, et al. Prediction for Permeability of Tight Reservoir Based on Artificial Neural Network[J]. Progress in Geophysics, 2015, 30(3): 1257-1263. (in Chinese))
[42] 林磊, 王军, 刘行军, 等. 基于人工神经网络的致密储层渗透率预测[J]. 测井技术, 2021, 45(2): 179-184. (Lin Lei, Wang Jun, Liu Xingjun, et al. Permeability Prediction of Tight Reservoir Based on Artificial Neural Network[J]. Well Logging Technology, 2021, 45(2): 179-184.(in Chinese))
[43] Bergstra J, Bengio Y. Random search for hyper-parameter optimization[J]. Journal of machine learning research, 2012, 13(2): 281 - 305.
[44] Jones D R, Schonlau M, Welch W J. Efficient Global Optimization of Expensive Black-Box Functions[J]. Journal of Global Optimization, 1998, 13(4): 455-492.
[45] Ng T T, Zhou W, Chang X L. Effect of particle shape and fine content on the behavior of binary mixture[J]. Journal of Engineering Mechanics, 2017, 143(1): C4016008.
[46] Terzaghi K. Theoretical soil mechanics[M]. INC, 1943.
