›› 2018, Vol. 39 ›› Issue (3): 943-948.doi: 10.16285/j.rsm.2016.1997
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
TAO Gao-liang, BAI Liang, YUAN Bo, GAN Shi-chao
CLC Number:
TU 442
[1] | ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, . True triaxial shear tests of remolded loess under different matrix suctions [J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162. |
[2] | CHEN Wen-wu, JIA Quan-quan, TONG Yan-mei, . Measurement and curve fitting for soil-waterer characteristic curve of mural plaster at Mogao Grottoes [J]. Rock and Soil Mechanics, 2020, 41(5): 1483-1491. |
[3] | LI Xiao-xuan, LI Tao, LI Jian, ZHANG Tao. An elastoplastic two-surface model for unsaturated structural clays under cyclic loading [J]. Rock and Soil Mechanics, 2020, 41(4): 1153-1160. |
[4] | CHEN Ren-peng, WANG Peng-fei, LIU Peng, CHENG Wei, KANG Xin, YANG Wei, . Experimental study on soil-water characteristic curves of subgrade coal gangue filler [J]. Rock and Soil Mechanics, 2020, 41(2): 372-378. |
[5] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[6] | WANG Huan, CHEN Qun, WANG Hong-xin, ZHANG Wen-ju, . Triaxial tests on fly ash with different compaction and matric suction [J]. Rock and Soil Mechanics, 2019, 40(S1): 224-230. |
[7] | TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770. |
[8] | WANG Shi-quan, WEI Ming-li, HE Xing-xing, ZHANG Ting-ting, XUE Qiang, . Study of water transfer mechanism during sediment solidification process based on nuclear magnetic resonance technology [J]. Rock and Soil Mechanics, 2019, 40(5): 1778-1786. |
[9] | WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357. |
[10] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[11] | XIE Kai-nan, JIANG De-yi, SUN Zhong-guang, SONG Zhong-qiang, WANG Jing-yi, YANG Tao, JIANG Xiang, . Influence of drying-wetting cycles on microstructure degradation of argillaceous sandstone using low field nuclear magnetic resonance [J]. Rock and Soil Mechanics, 2019, 40(2): 653-659. |
[12] | LI Ming-yu, SUN Wen-jing. Water retention behaviour of biochar-amended clay and its influencing mechanism [J]. Rock and Soil Mechanics, 2019, 40(12): 4722-4730. |
[13] | BAO Xiao-hua, LIAO Zhi-guang, XU Chang-jie, PANG Xiao-chao, XIE Xiong-yao, CUI Hong-zhi, . Model test study of the failure of silty sand slope under different seepage boundary conditions [J]. Rock and Soil Mechanics, 2019, 40(10): 3789-3796. |
[14] | CUI De-shan, CHEN Qiong, XIANG Wei, WANG Jing-e, . Experimental study of stress relaxation characteristics of saturated sliding zone soils of Huangtupo landslide under triaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 209-216. |
[15] | FENG Shang-xin, CHAI Jun-rui, XU Zeng-guang, QIN Yuan, CHEN Xi. Mesostructural change of soil-rock mixtures based on NMR technology [J]. , 2018, 39(8): 2886-2894. |
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