[1]张洁, 阳帅, 谭泽颖, 等.基于粒径分布曲线的非饱和砂土土水特征曲线概率预测模型[J]. 工程地质学报, 2022, 30(2):301-308. (Zhang Jie, Yang Shuai, Tan Zeying, et al. Probabilistic prediction of soil water characteristic curve of unsaturated sand based on particlesize distribution[J]. Journal of Engineering Geology, 2022, 30(2):301-308. (in Chinese))
[2]汪为巍, 黎伟, 易远. 南阳膨胀土裂隙发育规律研究[J]. 地下空间与工程学报, 2015, 11(6):1437-1443. (Wang Weiwei, Li Wei, Yi Yuan. Study on the cracking law of Nanyang expansive soil[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(6):1437-1443. (in Chinese))
[3]张继伟, 汪时机, 骆赵刚.膨胀土裂隙演化规律及掺砂改良效果试验研究[J]. 西南大学学报(自然科学版), 2022, 44(8):176-184. (Zhang Jiwei, Wang Shiji, Luo Zhaogang. Experimental study on crack evolution law of expansive soil and improvement effect of sand mixing[J]. Journal of Southwest University(Natural Science Edition), 2022, 44(8):176-184. (in Chinese))
[4]汪时机, 杨振北, 李贤, 等.干湿交替下膨胀土裂隙演化与强度衰减规律试验研究[J]. 农业工程学报, 2021, 37(5):113-122. (Wang Shiji, Yang Zhenbei, Li Xian, et al. Experimental study on crack evolution and strength attenuation of expansive soil under wetting-drying cycles[J]. Transactions of the Chinese Society of Agricultural Engineering, 2021, 37(5):113-122. (in Chinese))
[5]姚志华, 陈正汉. 重塑膨胀土干湿过程中细观结构变化试验研究[J]. 地下空间与工程学报, 2009, 5(3):429-434. (Yao Zhihua, Chen Zhenghan. Study on meso-structure changes of remolded expansive soils during wetting-drying cycles[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(3):429-434. (in Chinese))
[6]方瑾瑾, 薛同兴, 杨小林, 等.脱湿路径下考虑干湿循环和体变影响的膨胀土土水特征[J]. 岩石力学与工程学报, 2022, 41(8):1671-1679. (Fang Jinjin, Xue Tongxing, Yang Xiaolin, et al. Soil water characteristics of expansive soil considering the effects of drying and wetting cycles and volume changeunder dehydration path[J]. Journal of Rock Mechanics and Engineering, 2022, 41(8):1671-1679. (in Chinese))
[7]骆赵刚, 许冲, 杨振北, 等. 土体裂隙的量测表征及开裂试验研究[J]. 地下空间与工程学报, 2021, 17(1):126-134. (Luo Zhaogang, Xu Chong, Yang Zhenbei, et al. Study on fracture measurement of soils and quantitative analysis of the cracking process[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(1):126-134. (in Chinese))
[8]Morris P H, Graham J, Williams D J. Cracking in drying soils[J]. Canadian Geotechnical Journal, 1992, 29(2): 263-277.
[9]Lecocq N, Vandewalle N. Dynamics of crack opening in a one-dimensional desiccation experiment[J]. Physica A: Statistical Mechanics and its Applications, 2003, 321(3-4): 431-441.
[10]Kodikara J K, Choi X. A simplified analytical model for desiccation cracking of clay layers in laboratory tests[J]. Geotechnical Special Publication, 2006, 147(2): 2558.
[11]骆赵刚, 汪时机, 张继伟, 等.膨胀土裂隙发育的厚度效应试验研究[J].岩土工程学报, 2020, 42(10):1922-1930. (Luo Zhaogang, Wang Shiji, Zhang Jiwei, et al. Thickness effect on crack evolution of expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10):1922-1930. (in Chinese))
[12]张家俊, 龚壁卫, 胡波, 等.干湿循环作用下膨胀土裂隙演化规律试验研究[J]. 岩土力学, 2011, 32(9):2729-2734. (Zhang Jiajun, Gong Biwei, Hu Bo, et al. Study of evolution law of fissures of expansive clay under wetting and drying cycles[J]. Rock and Soil Mechanics, 2011, 32(9):2729-2734. (in Chinese))
[13]刘俊东, 唐朝生, 曾浩, 等.干湿循环条件下黏性土干缩裂隙演化特征[J]. 岩土力学, 2021, 42(10):2763-2772. (Liu Jundong, Tang Chaosheng, Zeng Hao, et al. Evolution of desiccation cracking behavior of clays under drying-wetting cycles[J]. Rock and Soil Mechanics, 2021, 42(10):2763-2772. (in Chinese))
[14]骆赵刚, 汪时机, 杨振北.膨胀土湿干胀缩裂隙演化及其定量分析[J].岩土力学, 2020, 41(7):2313-2323. (Luo Zhaogang, Wang Shiji, Yang Zhenbei. Quantitative analysis of fracture evolution of expansive soils under wetting-drying cycles[J]. Rock and Soil Mechanics, 2020, 41(7):2313-2323. (in Chinese))
[15]唐朝生, 施斌, 刘春,等.影响黏性土表面干缩裂缝结构形态的因素及定量分析[J]. 水利学报, 2007, 38(10):1186-1193. (Tang Chaosheng, Shi Bin, Liu Chun, et al. Factors affecting the surface cracking in clay due to drying shrinkage[J]. Journal of Hydraulic Engineering, 2007, 38(10):1186-1193. (in Chinese))
[16]易顺民, 黎志恒, 张延中.膨胀土裂隙结构的分形特征及其意义[J]. 岩土工程学报, 1999, 21(3):38-42. (Yi Shunmin, Li Zhiheng, Zhang Yanzhong. The fractal characteristics of fractures in expansion soil and its significance[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3):38-42. (in Chinese))
[17]Abbaszadeh M M, Houston S L, Zapata C E. Influence of soil cracking on the soil-water characteristic curve of clay soil[J]. Soils and Rocks, 2015, 38(1): 49-58.
[18]Azam S, Ito M, Khan F. Influence of cracks on soil water characteristic curve[J]. Advances in Unsaturated Soils, 2013, 1: 217-220.
[19]汪时机, 王晓琪, 李达, 等.膨胀土干湿循环裂隙演化及其土-水特征曲线研究[J]. 岩土工程学报, 2021, 43(增1):58-63. (Wang Shiji, Wang Xiaoqi, Li Da, et al. Evolution of fisures and bivariate-bimodal soil-water characteristic curves of expansive soil under drying-wetting cycles[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(Supp.1):58-63. (in Chinese))
[20]吴珺华, 杨松.滤纸法测定干湿循环下膨胀土基质吸力变化规律[J].农业工程学报, 2017, 33(15):126-132. (Wu Junhua, Yang Song. Changes of matric suction in expansive soil under drying-wetting cycles using filter paper method[J]. Transactions of the Chinese Society of Agricultural Engineering, 2017, 33(15):126-132. (in Chinese))
[21]王协群, 周琪, 韩仲, 等.常温脱湿与冻融路径下压实土的土水特征[J]. 中南大学学报(自然科学版), 2021, 52(10):3559-3570. (Wang Xiequn, Zhou Qi, Han Zhong, et al. Soil-water characteristics of compacted soils during drying at room temperature and in freezing-thawing[J]. Journal of Central South University (Science and Technology Edition), 2021, 52(10):3559-3570. (in Chinese))
[22]丁小刚, 马丽娜, 张戎令, 等.非饱和重塑弱膨胀土微观结构及土-水特征曲线试验研究[J].中南大学学报(自然科学版), 2022, 53(1):350-360. (Ding Xiaogang, Ma Lina, Zhang Rongling, et al. Experimental study on microstructure and soil-water characteristic curve of unsaturated remolded weak expansive soil[J]. Journal of Central South University (Science and Technology Edition), 2022, 53(1):350-360. (in Chinese))
[23]蔡国庆, 刘祎, 徐润泽, 等.全吸力范围红黏土干湿循环土-水特征曲线[J]. 岩土工程学报, 2019, 41(增2):13-16. (Cai Guoqing, Liu Yi, Xu Runze, et al. Experimental investigation for soil-water characteristic curve of red clay in full suction range[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(Supp.2):13-16. (in Chinese))
[24]国际法制计量组织. 饱和盐溶液标准相对湿度值(OIML R121)[S]. 全国物理化学计量技术委员会, 2000. (Organisation Internationale de Métrologie Légale. standard relative humidity value of saturated salt solution (OIML R121 )[S]. MTC17, 2000. (in Chinese))
[25]张乐. 基于CT图像和改进的差分盒维数法的混凝土细观损伤研究[D]. 西安:西安理工大学, 2017. (Zhang Le. Quantitative study to concrete meso-damage based on CT image and improved differential box counting method[D]. Xi'an: Xi'an University of Technology, 2017. (in Chinese))
[26]Fredlund D G, Xing A Q. Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(4): 521-532.