Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 127-144.doi: 10.16285/j.rsm.2021.1708
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZENG Li-feng1, 2, SHAO Long-tan1, 2, GUO Xiao-xia1, 2
CLC Number:
[1] | LIU Kuan, YE Wan-jun, GAO Hai-jun, DONG Qi, . Evolution law and microscopic mechanism of shear strength of acid- or alkali-contaminated loess [J]. Rock and Soil Mechanics, 2022, 43(S1): 1-12. |
[2] | TANG Hua, YAN Song, YANG Xing-hong, WU Zhen-jun, . Shear strength and microstructure of completely decomposed migmatitic granite under different water contents [J]. Rock and Soil Mechanics, 2022, 43(S1): 55-66. |
[3] | 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. |
[4] | LI Li-hua, FANG Ya-nan, XIAO Heng-lin, LI Wen-tao, CAO Yu, XU Ke, . Characterization of Cd-contaminated soil solidified/stabilized by red mud-based binders [J]. Rock and Soil Mechanics, 2022, 43(S1): 193-202. |
[5] | 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. |
[6] | 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. |
[7] | ZHENG Wei-wei, HONG Yi, WANG Li-zhong, . Calculation model of undrained shear strength of gassy soft soil [J]. Rock and Soil Mechanics, 2022, 43(8): 2233-2240. |
[8] | TIAN Hu-nan, TANG Ju-peng, PAN Yi-shan, YU Hong-hao, . Experimental study on the effect of average effective stress on micro adsorption and desorption characteristics of coal shale gas [J]. Rock and Soil Mechanics, 2022, 43(7): 1803-1815. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | CHEN Rui, ZHANG Xing, HAO Ruo-yu, BAO Wei-xing. Shear strength deterioration of geopolymer stabilized loess under wet-dry cycles: mechanisms and prediction model [J]. Rock and Soil Mechanics, 2022, 43(5): 1164-1174. |
[13] | 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. |
[14] | 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. |
[15] | SHAN Ren-liang, TONG Xiao, HUANG Peng-cheng, YUAN Hong-hu, BAO Yong-sheng, LIU Nan. Research on the anchor cable combined with the c-shaped tube and the mechanical properties [J]. Rock and Soil Mechanics, 2022, 43(3): 602-614. |
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