[1] 蒋明镜.现代土力学研究的新视野——宏微观土力学[J].岩土工程学报,2019,41(2):195-254. (Jiang Mingjing. A new vision of modern soil mechanics research—Macro and micro soil mechanics[J]. Journal of Geotechnical Engineering, 2019, 41 (2): 195-254. (in Chinese))
[2] 唐摩天,邬忠虎,王安礼, 等.不同围压下页岩微观破裂过程与量化研究[J].地下空间与工程学报,2022,18(2):438-445, 457. (Tang Motian, Wu Zhonghu, Wang Anli, et al. Micro-fracture process and quantitative study of shale under different confining pressures[J]. Chinese Journal of Underground Space and Engineering, 2022,18(2):438-445, 457. (in Chinese))
[3] 张卫兵,李晓,雷过,等.冻融—干湿循环下硫酸盐渍土的微观孔隙研究[J].地下空间与工程学报,2023,19(2):465-473. (Zhang Weibin, Li Xiao, Lei Guo, et al. Study of microscopic pores in sulfate saline soils under freeze-thaw-dry-wet cycles[J]. Chinese Journal of Underground Space and Engineering, 2023,19(2):465-473. (in Chinese))
[4] 李沛锦,史文兵,梁风,等.贵州地区碳酸盐岩差异性溶蚀微观机理研究[J].地下空间与工程学报,2022,18(6):1873-1881, 1890. (Li Peijin, Shi Wenbing, Liang Feng, et al. Study on the microscopic mechanism of differential dissolution of carbonate rocks in Guizhou[J]. Chinese Journal of Underground Space and Engineering, 2022,18(6):1873-1881, 1890. (in Chinese))
[5] 赵鲁庆,杨更社,吴迪,等.冻融黄土微观结构变化规律及分形特性研究[J].地下空间与工程学报,2019,15(6):1680-1690. (Zhao Luqing, Yang Gengdu, Wu Di, et al. Study on the change of microstructure and fractal characteristics of freeze-thaw loess[J]. Chinese Journal of Underground Space and Engineering, 2019,15(6):1680-1690. (in Chinese))
[6] 朱楠,刘春原,赵献辉,等.不同应力路径下K0固结结构性黏土微观结构特征试验研究[J].岩土力学,2020,41(6):1899-1910. (Zhu Nan, Liu Chunyuan, Zhao Xianhui, et al. Experimental study on microstructure characteristics of K0 consolidated structural clay under different stress paths[J]. Geotechnical Mechanics, 2020,41 (6): 1899-1910. (in Chinese))
[7] 张亚彬,左双英,李雨霏,等.红黏土失水收缩孔隙演化及微观机理分析[J].地下空间与工程学报,2022,18(6):1882-1890. (Zhang Yabin, Zuo Shuangying, Li Yufei, et al. Evolution and microscopic mechanism analysis of shrinkage pore of red clay after water loss[J]. Chinese Journal of Underground Space and Engineering, 2022,18(6):1882-1890. (in Chinese))
[8] 杨爱武,肖敏,周玉明.石灰粉煤灰固化天津滨海软土试验研究[J].地下空间与工程学报,2019,15(1):60-67. (Yang Aiwu, Xiao Min, Zhou Yuming. Experimental study on solidification of Tianjin coastal soft soil with lime and fly ash[J]. Chinese Journal of Underground Space and Engineering, 2019,15(1):60-67.(in Chinese))
[9] 梁亚飞,李化敏,李回贵,等.煤层顶板砂岩微观结构及力学特征分析[J].地下空间与工程学报,2018,14(增2):579-586. (Liang Yafei, Li Huamin, Li Huigui, et al. Analysis of microstructure and mechanical characteristics of coal seam roof sandstone[J]. Chinese Journal of Underground Space and Engineering, 2018,14(Supp.2):579-586. (in Chinese))
[10] 徐日庆,邓祎文,徐波,等.基于SEM图像的软土三维孔隙率计算及影响因素分析[J].岩石力学与工程学报,2015,34(7):1497-1502. (Xu Riqing, Deng Yiwen, Xu Bo, et al. Calculation of three-dimensional porosity of soft soil based on SEM images and analysis of influencing factors[J]. Journal of Rock Mechanics and Engineering, 2015, 34(7): 1497-1502.(in Chinese))
[11] 冯怀平,马德良,刘启塬,等.基于扫描电镜图像的土体三维视孔隙率定量计算方法[J].岩土工程学报,2019,41(3):574-580. (Feng Huaiping, Ma Deliang, Liu Qiyuan, et al. Quantitative calculation method of three-dimensional apparent porosity of soil mass based on SEM images[J]. Journal of Geotechnical Engineering, 2019, 41(3): 574-580. (in Chinese))
[12] 易进翔,李磊,王亮,等.基于GIS的固化污泥微观结构的三维孔隙率及分形维数的计算方法[J].中南大学学报(自然科学版),2017,48(12):3359-3365. (Yi Jinxiang, Li Lei, Wang Liang, et al. Calculation method of three-dimensional porosity and fractal dimension of solidified sludge microstructure based on GIS[J]. Journal of Central South University, 2017,48(12): 3359-3365. (in Chinese))
[13] 孙亮,王晓琦,金旭,等.微纳米孔隙空间三维表征与连通性定量分析[J].石油勘探与开发,2016,43(3): 490-498. (Sun Liang, Wang Xiaoqi, Jin Xu, et al. Three-dimensional characterization and quantitative connectivity analysis of micro nano pore space[J]. Petroleum Exploration and Development, 2016, 43 (3): 490-498. (in Chinese))
[14] 倪航天,黄煜镔.固化土微观测试评价方法述评[J].材料导报,2021,35(9):9168-9173. (Ni Hangtian, Huang Yubin. Review of micro test and evaluation methods of solidified soil[J]. Materials Reports, 2021,35 (9): 9168-9173. (in Chinese))
[15] 刘泉声,王中伟.基于数字图像处理的岩石数值模拟研究进展[J].岩石力学与工程学报,2020,39(增2):3286-3296. (Liu Quansheng, Wang Zhongwei. Research progress in numerical simulation of rock based on digital image processing[J]. Journal of Rock Mechanics and Engineering, 2020,39 (Supp.2): 3286-3296. (in Chinese))
[16] 唐朝生,施斌,王宝军.基于SEM土体微观结构研究中的影响因素分析[J].岩土工程学报,2008(4):560-565. (Tang Chaosheng, Shi Bin, Wang Baojun. Analysis of influencing factors in the study of soil microstructure based on SEM[J]. Journal of Geotechnical Engineering, 2008 (4): 560-565. (in Chinese))
[17] 李欣,武岳,崔昌禹.自由曲面结构形态创建的NURBS-GM方法[J].土木工程学报,2011,44(10):60-66. (Li Xin, Wu Yue, Cui Changyu. NURBS GM method for the creation of free-form surface structure morphology[J]. Journal of Civil Engineering, 2011,44 (10): 60-66. (in Chinese))
[18] 李明超,白硕,孔锐,等.工程尺度地质结构三维参数化建模方法[J].岩石力学与工程学报,2020,39(增1):2848-2858. (Li Mingchao, Bai Shuo, Kong Rui, et al. 3D parametric modeling method of geological structure at engineering scale[J]. Journal of Rock Mechanics and Engineering, 2020,39 (Supp.1): 2848-2858. (in Chinese))
[19] 王宝军,施斌,蔡奕,等.基于GIS的黏性土SEM图像三维可视化与孔隙度计算[J].岩土力学,2008(1):251-255. (Wang Baojun, Shi Bin, Cai Yi, et al. GIS based 3D visualization and porosity calculation of cohesive soil SEM images[J]. Geotechnical Mechanics, 2008 (1): 251-255. (in Chinese))
[20] 张先伟,孔令伟,郭爱国,等.基于SEM和MIP试验结构性黏土压缩过程中微观孔隙的变化规律[J].岩石力学与工程学报,2012,31(2):406-412. (Zhang Xianwei, Kong Lingwei, Guo Aiguo, et al. Variation of micro-pores in structural clay during compression based on SEM and MIP tests[J]. Journal of Rock Mechanics and Engineering, 2012,31(2):406-412. (in Chinese))
[21] 王永东.使用扫描电镜图像研究成层土的微观数字特征[J].地下空间与工程学报,2016,12(增1):147-151, 156. (Wang Yongdong. Study on micro-digital characteristics of layered soil using SEM images[J]. Chinese Journal of Underground Space and Engineering, 2016,12(Supp.1):147-151, 156. (in Chinese))
[22] 陈泰徐,陈筠,沙运斌,等.基于SEM图像的既有地基红黏土颗粒微观结构及分形特征研究[J].中国岩溶,2019,38(4):635-642. (Chen Taixu, Chen Yun, Sha Yunbin, et al. Research on the microstructure and fractal characteristics of red clay particles of existing foundation based on SEM images[J]. China Karst, 2019, 38 (4): 635-642. (in Chinese))
[23] Mandelbrot B B. The fractal geometry of nature[J]. American Journal of Physics, 1998, 51(3): 468.
[24] Yu B M, Chen P. A fractal permeability model for bi-dispersed porous media[J]. International Journal of Heat & Mass Transfer,2002, 45(14): 2983-2993.
[25] 中华人民共和国交通部. 铁路桥涵地基和基础设计规范(TB 10093—2017)[S].北京:中国铁道出版社, 2017. (Ministry of Communications of the People's Republic of China. Code for design of subgrade and foundation of railway bridge and culvert[S]. Beijing: China Railway Press, 2017. (in Chinese))
[26] 韩淑娴. 干湿循环作用下软塑黄土结构性研究[D].兰州:兰州大学,2020. (Han Shuxian. Study on the structure of soft plastic loess under the action of dry and wet cycles[D]. Lanzhou: Lanzhou University, 2020. (in Chinese))
[27] 徐日庆,邓祎文,徐波,等.基于SEM图像的软土接触面积定量研究[J].应用基础与工程科学学报,2016,24(2):295-303. (Xu Riqing, Deng Yiwen, Xu Bo, et al. Quantitative study on contact area of soft soil based on SEM images[J]. Journal of Applied Basic and Engineering Sciences, 2016,24 (2): 295-303. (in Chinese))
[28] 高远,郑建国,于永堂, 等.压实黄土(Q2)溶滤变形特性研究[J].岩石力学与工程学报,2019,38(1):180-191. (Gao Yuan, Zheng Jianguo, Yu Yongtang, et al. Study on leaching deformation characteristics of compacted loess(Q2)[J]. Journal of Rock Mechanics and Engineering, 2019,38(1):180-191 (in Chinese))
[29] 张先伟,王常明.一维压缩蠕变前后软土的微观结构变化[J].岩土工程学报,2010,32(11):1688-1694. (Zhang Xianwei, Wang Changming. Microstructure changes of soft soil before and after one-dimensional compression creep[J]. Journal of Geotechnical Engineering, 2010,32 (11): 1688-1694. (in Chinese))
[30] Xu P, Qiu S, Yu B, et al. Prediction of relative permeability in unsaturated porous media with a fractal approach[J]. International Journal of Heat and Mass Transfer, 2013, 64: 829-837.