Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (7): 1816-1824.doi: 10.16285/j.rsm.2021.1734
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Zhi-chao1, 2, LUO Lei2, TIAN Ying-hui3, ZHANG Chun-hui4
CLC Number:
[1] | CHEN Yong, SU Jian, CAO Ling, WANG li, WANG Shi-mei, . Evolution law of the soil-water characteristic curve based on data mining method [J]. Rock and Soil Mechanics, 2022, 43(S2): 23-34. |
[2] | QIN Ai-fang, MENG Hong-ping, JIANG Liang-hua. Analysis of axisymmetric consolidation characteristics of unsaturated soils under surcharge loading and electro-osmosis [J]. Rock and Soil Mechanics, 2022, 43(S1): 97-106. |
[3] | 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. |
[4] | 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. |
[5] | 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. |
[6] | DENG Bo, YANG Ming-hui, WANG Dong-xing, FAN Jun-wei, . Failure mode and active earth pressure calculation of unsaturated soil behind rigid retaining wall [J]. Rock and Soil Mechanics, 2022, 43(9): 2371-2382. |
[7] | CHEN Bin, DENG Jian, HU Jie-ming, ZHANG Jian-lin, ZHANG Tao, . Macroscopic and microscopic experimental study on fractal fragmentation characteristics of calcareous sand during one-dimensional compression creep [J]. Rock and Soil Mechanics, 2022, 43(7): 1781-1790. |
[8] | 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. |
[9] | 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. |
[10] | LENG Wu-ming, DENG Zhi-long, XU Fang, ZHANG Qi-shu, DONG Jun-li, LIU Si-hui. A prestress loss model for subgrade considering creep effect of subgrade soil [J]. Rock and Soil Mechanics, 2022, 43(6): 1671-1682. |
[11] | HU Hui-hua, HE Jian-qing, NIE Shi-cheng, . One-dimensional consolidation creep model for sandy grain muddy soil of Dongting Lake [J]. Rock and Soil Mechanics, 2022, 43(5): 1269-1276. |
[12] | 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. |
[13] | 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. |
[14] | ZHU Wen-bo, DAI Guo-liang, WANG Bo-chen, GONG Wei-ming, WANG Hai-bo, ZHANG Yu, . Unloading creep of soft clay and long-term uplift bearing characteristics of suction caisson foundation [J]. Rock and Soil Mechanics, 2022, 43(3): 669-678. |
[15] | YU Hong-dan, CHEN Wei-zhong, LU Chen, YANG Dian-sen, YANG Jian-ping, WANG Zhen, . Experimental and theoretical study of the time-dependent deformation characteristics of clayey rock [J]. Rock and Soil Mechanics, 2022, 43(2): 317-326. |
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