Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (11): 3071-3081.doi: 10.16285/j.rsm.2022.1728
• Fundamental Theroy and Experimental Research • Next Articles
HUANG Mao-song1, 2, LIU Yi-hui1, 2, YU Jian1, 2, LI Yi-shan1, 2
CLC Number:
[1] | NIU Geng, ZHU Xiao-feng, LI Jun-xing, LÜ Meng-yuan, AN Li-qi, CHEN Zi-han, . Experimental study on shear strength of unsaturated soil over a wide suction range and its prediction [J]. Rock and Soil Mechanics, 2023, 44(12): 3349-3359. |
[2] | ZHU Rui, ZHOU Feng, CHEN Ting-zhu, DENG Ya-guang, . Soil squeezing effect and bearing mechanism of strength composite pile [J]. Rock and Soil Mechanics, 2023, 44(12): 3577-3586. |
[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] | 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. |
[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] | DONG Qing, ZHOU Zheng-hua, SU Jie, LI Xiao-jun, HAO Bing, . A constitutive model considering post-liquefaction deformation based on the logarithmic skeleton curve [J]. Rock and Soil Mechanics, 2021, 42(7): 1903-1910. |
[7] | 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. |
[8] | ZHANG Tian-long, ZENG Peng, LI Tian-bin, SUN Xiao-ping, . System reliability analyses of slopes based on active-learning radial basis function [J]. Rock and Soil Mechanics, 2020, 41(9): 3098-3108. |
[9] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[10] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[11] | WU Shuang-shuang, HU Xin-li, ZHANG Han, ZHOU Chang, GONG Hui, . Field test and calculation method of negative skin friction of rock-socketed piles [J]. Rock and Soil Mechanics, 2019, 40(9): 3610-3617. |
[12] | MAO Xiao-long, LIU Yue-tian, GUAN Wen-long, REN Xing-nan, FENG Yue-li, DING Zu-peng, . An effective stress equation for pore volume strain [J]. Rock and Soil Mechanics, 2019, 40(8): 3004-3010. |
[13] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[14] | REN Jin-lan, CHEN Xi, WANG Dong-yong, LÜ Yan-nan. Instantaneous linearization strength reduction technique for generalized Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2019, 40(12): 4865-4872. |
[15] | CHEN Yu-min, CHEN Run-ze, HUO Zheng-ge, . Study of flow deformation of saturated suspended plastic sand by visualized ring shear tests [J]. Rock and Soil Mechanics, 2019, 40(10): 3709-3716. |