Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (3): 602-614.doi: 10.16285/j.rsm.2021.0764
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SHAN Ren-liang, TONG Xiao, HUANG Peng-cheng, YUAN Hong-hu, BAO Yong-sheng, LIU Nan
CLC Number:
[1] | 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. |
[2] | ZHAO Hong-gang, ZHANG Dong-ming, JIANG Chang-bao, YU Bei-chen, . Mechanical response and failure characteristics of rock mass considering the thickness of weak interlayer [J]. Rock and Soil Mechanics, 2022, 43(4): 969-980. |
[3] | GAO Yao-hui, ZHANG Chun-sheng, SU Fang-sheng, QIU Shi-li, . Mechanism of stress-induced spalling of deep hard rocks under shear boundary condition [J]. Rock and Soil Mechanics, 2022, 43(4): 1103-1111. |
[4] | LI Min, YU He-miao, DU Hong-pu, CAO Bao-yu, CHAI Shou-xi, . Mechanical properties of saline soil solidified with the mixture of lime, fly ash and modified polyvinyl alcohol under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2022, 43(2): 489-498. |
[5] | YANG Zhou, CHENG Xiao-hui, MA Qiang, LIU Wei, XIE Zhuang-zi, . Study of strength indices for undrained stability analysis of high filled ground [J]. Rock and Soil Mechanics, 2022, 43(1): 218-226. |
[6] | SONG Lei-bo, KANG Qian-qian, DU Shi-gui, ZHONG Zhen, WANG Gang, WANG Xing-kai, HAN Guan-sheng, ZHAO Jin-shuai, . Anisotropy mechanism of shear strength based on wear and shear failure evolution of asperities of joint surface [J]. Rock and Soil Mechanics, 2021, 42(9): 2331-2343. |
[7] | XIA Xin, JIANG Yuan-jun, SU Li-jun, MEHTAB Alam, LI Jia-jia, . Estimation model of limit values of shear strength of root-bearing soil based on interface bonding [J]. Rock and Soil Mechanics, 2021, 42(8): 2173-2184. |
[8] | FAN Xiang, DENG Zhi-ying, CUI Zhi-meng, HE Zhong-ming, LIN Hang, . A new peak shear strength model for soft-hard joint [J]. Rock and Soil Mechanics, 2021, 42(7): 1861-1870. |
[9] | WANG Bin, HAN You-ming, ZHOU Xin, CHEN Cheng, ZHANG Xian-wei, GUI Lei, . In-situ test of shear modulus decay characteristics of lacustrine clay layer in Taihu Lake [J]. Rock and Soil Mechanics, 2021, 42(7): 2031-2040. |
[10] | YAN Qing, ZHAO Jun-hai, ZHANG Chang-guang. A new solution to the ultimate bearing capacity of reinforced foundation near slope based on the unified strength theory [J]. Rock and Soil Mechanics, 2021, 42(6): 1587-1600. |
[11] | TAO Zhi-gang, REN Shu-lin, HAO Yu, LI Qiang, FU Qiang, HE Man-chao, . Physical model experiment on failure mechanism and NPR anchor cable control effect of layered counter-tilt slope [J]. Rock and Soil Mechanics, 2021, 42(4): 976-990. |
[12] | WANG Jia-hui, RAO Xi-bao, JIANG Ji-wei, YAO Jin-song, XIONG Shi-hu, LU Yi-wei, LI Hao-min, . Model experimental study of the shear mechanism of vibroflotation stone column composite foundation [J]. Rock and Soil Mechanics, 2021, 42(4): 1095-1103. |
[13] | YANG Ai-wu, YANG Shao-peng, LANG Rui-qing, CHEN Zi-he, . Three-dimensional mechanical properties of light solidified saline soil [J]. Rock and Soil Mechanics, 2021, 42(3): 593-600. |
[14] | LAI Tian-wen, LEI Hao, WU Zhi-xin, WU Hong-gang, . Shaking table test study on basalt fiber reinforced plastics in high slope protection [J]. Rock and Soil Mechanics, 2021, 42(2): 390-400. |
[15] | LU Feng, QIU Wen-ge, . A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory [J]. Rock and Soil Mechanics, 2021, 42(2): 547-557. |
|