Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 97-106.doi: 10.16285/j.rsm.2021.2137
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
QIN Ai-fang, MENG Hong-ping, JIANG Liang-hua
CLC Number:
[1] | ZENG Li-feng, SHAO Long-tan, GUO Xiao-xia, . Origin and development of the concept of effective stress for soils [J]. Rock and Soil Mechanics, 2022, 43(S1): 127-144. |
[2] | WANG Lei, ZHANG Li-ting, SHEN Si-dong, XU Yong-fu, XIA Xiao-he, . Axisymmetric consolidation characteristics for unsaturated soils under piece-wise cyclic load [J]. Rock and Soil Mechanics, 2022, 43(S1): 203-212. |
[3] | ZHAI Zhang-hui, ZHANG Ya-guo, LI Tong-lu, XIAO Shu-xiong, . Solution for cylindrical cavity expansion in unsaturated soils considering boundary effect [J]. Rock and Soil Mechanics, 2022, 43(S1): 301-311. |
[4] | WANG Zhi-chao, LUO Lei, TIAN Ying-hui, ZHANG Chun-hui, . Experimental study on time-dependent characteristics of rate-sensitivity and creep of unsaturated compacted soil [J]. Rock and Soil Mechanics, 2022, 43(7): 1816-1824. |
[5] | WANG Hai-man, NI Wan-kui, LIU Kui, . Rapid prediction method of soil-water characteristic curve of Yan’an compacted loess [J]. Rock and Soil Mechanics, 2022, 43(7): 1845-1853. |
[6] | GAO You, LI Ze, SUN De-an, YU Hai-hao, CHEN Bo, . Unimodal and bimodal soil-water characteristic curves model considering the effect of initial void ratio [J]. Rock and Soil Mechanics, 2022, 43(6): 1441-1452. |
[7] | ZHANG Wen-gang, GU Xin, LIU Han-long, ZHANG Qing, WANG Lin, WANG Lu-qi, . Probabilistic back analysis of soil parameters and displacement prediction of unsaturated slopes using Bayesian updating [J]. Rock and Soil Mechanics, 2022, 43(4): 1112-1122. |
[8] | SHU Jin-hui , MA Qiang, ZHOU Feng-xi, LI Qiang, . Propagation characteristics of P1 wave passing through wave impeding block in unsaturated soil [J]. Rock and Soil Mechanics, 2022, 43(4): 1135-1146. |
[9] | LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590. |
[10] | ZHU Yue -lu, CHEN Lei, . Variational decomposition of Richards equation based on the minimum action principle [J]. Rock and Soil Mechanics, 2022, 43(1): 119-126. |
[11] | LIU Li, WU Yang, LI Xu, ZHAO Yu-xin, . Influence of compaction on hydraulic properties of widely-graded soil [J]. Rock and Soil Mechanics, 2021, 42(9): 2545-2555. |
[12] | LIU Zhang-rong, YE Wei-min, CUI Yu-jun, ZHU He-hua, WANG Qiong, CHEN Yong-gui, . Water retention curve model based on micro-pore filling and capillary condensation theories [J]. Rock and Soil Mechanics, 2021, 42(6): 1549-1556. |
[13] | QIN Ai-fang, JIANG Liang-hua, XU Wei-fang, MEI Guo-xiong, . Analytical solution to consolidation of unsaturated soil by vertical drains with continuous permeable boundary [J]. Rock and Soil Mechanics, 2021, 42(5): 1345-1354. |
[14] | LING Dao-sheng, ZHAO Tian-hao, NIU Jia-jun, ZHU Song, SHAN Zhen-dong, . Analytical solutions for 1D consolidation of unsaturated soils with mixed nonhomogeneous boundary conditions [J]. Rock and Soil Mechanics, 2021, 42(4): 883-891. |
[15] | WANG Li-an, ZHANG Jia-wei, LI Kui-kui, LIU Sheng-wei, . Vibration response of double-layered foundation with saturated-unsaturated soils under the action of vibratory roller [J]. Rock and Soil Mechanics, 2021, 42(11): 3182-3190. |
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