›› 2016, Vol. 37 ›› Issue (4): 1049-1060.doi: 10.16285/j.rsm.2016.04.018
• Geotechnical Engineering • Previous Articles Next Articles
CAO Chun-shan1, 2,WU Shu-ren2,PAN Mao1,LIANG Chang-yu2
CLC Number:
TU 42
[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] | SUN Yin-lei, TANG Lian-sheng, LIU Jie, . Advances in research on microstructure and intergranular suction of unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(4): 1095-1122. |
[4] | 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. |
[5] | FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin. Wetting deformation characteristics of intact loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246. |
[6] | WANG Li-ye, ZHOU Feng-xi, QIN Hu, . Fractional creep model and experimental study of saturated saline soil [J]. Rock and Soil Mechanics, 2020, 41(2): 543-551. |
[7] | 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. |
[8] | DAI Guo-liang, ZHU Wen-bo, GUO Jing, GONG Wei-ming, ZHAO Xue-liang, . Experiments on vertical uplift bearing capacity of suction caisson foundation in soft clay [J]. Rock and Soil Mechanics, 2019, 40(S1): 119-126. |
[9] | 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. |
[10] | LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712. |
[11] | 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. |
[12] | TAN Yun-zhi, HU Yan, DENG Yong-feng, CAO Ling, ZUO Qing-jun, MING Hua-jun, . Behavior and mechanism of laterite shrinkage inhibition with lime and meta-kaolin mixture [J]. Rock and Soil Mechanics, 2019, 40(11): 4213-4219. |
[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] | DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112. |
[15] | CHENG Xing-lei, WANG Jian-hua, WANG Zhe-xue,. Model experiment on cyclic instability process of suction anchors in soft clays [J]. , 2018, 39(9): 3285-3293. |
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