Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (8): 2317-2326.doi: 10.16285/j.rsm.2021.1815
• Numerical Analysis • Previous Articles Next Articles
CHENG Jian-long1, 2, 3, ZOU Qing-you1, YANG Sheng-qi2, LI Xiao-zhao2, LIANG Quan1, QU Lei1, MEI Yan1
CLC Number:
[1] | ZHONG Zi-lan, HAN Chun-tang, LI Jin-qiang, ZHAO Xin, MIAO Hui-quan. Ultimate bearing capacity of sand under lateral horizontal movement of shallowly buried pipelines [J]. Rock and Soil Mechanics, 2022, 43(S2): 95-103. |
[2] | ZHANG Jian, QI Rui-yu, ZONG Jing-yao, FENG Tu-gen. Failure mechanism of shield tunnel circumferential excavation face and the influence of the dilatancy effect on the tunnel stability [J]. Rock and Soil Mechanics, 2022, 43(7): 1833-1844. |
[3] | WANG Gang, SONG Lei-bo, LIU Xi-qi, BAO Chun-yan, LIN Man-qing, LIU Guang-jian, . Shear fracture mechanical properties and acoustic emission characteristics of discontinuous jointed granite [J]. Rock and Soil Mechanics, 2022, 43(6): 1533-1545. |
[4] | WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854. |
[5] | REN Yi, WU Shun-chuan, GAO Yong-tao, GAN Yi-xiong, . Effect of sensor calibration on moment tensor analysis of granite uniaxial compression [J]. Rock and Soil Mechanics, 2021, 42(2): 451-461. |
[6] | ZHOU Chao-biao, LIU Dong, JING Qing-hui, . Mechanical properties and failure mechanisms of the rocklike specimens under tension shear effects [J]. Rock and Soil Mechanics, 2021, 42(12): 3335-3344. |
[7] | WANG Wei, LIANG Xuan-yu, ZHANG Ming-tao, JIA Ze-yu, ZHANG Si-yi, WANG Qi-zhi. Experimental study on failure mechanism and crack density of sandstone under combined dynamic and static loading [J]. Rock and Soil Mechanics, 2021, 42(10): 2647-2658. |
[8] | YANG Kuo-yu, CHEN Cong-xin, XIA Kai-zong, SONG Xu-gen, ZHANG Wei, ZHANG Chu-qiang, WANG Tian-long, . Fault effect on the failure mechanism of surrounding rock in metal mine roadway by caving method [J]. Rock and Soil Mechanics, 2020, 41(S1): 279-289. |
[9] | YANG Feng, HE Shi-hua, WU Yao-jie, JI Li-yan, LUO Jing-jing, YANG Jun-sheng. Tunnel face stability analysis by the upper-bound finite element method with rigid translatory moving element in heterogeneous clay [J]. Rock and Soil Mechanics, 2020, 41(4): 1412-1419. |
[10] | SUN Rui, YANG Feng, YANG Jun-sheng, ZHAO Yi-ding, ZHENG Xiang-cou, LUO Jing-jing, YAO Jie, . Investigation of upper bound adaptive finite element method based on second-order cone programming and higher-order element [J]. Rock and Soil Mechanics, 2020, 41(2): 687-694. |
[11] | FENG Jun, WANG Yang, WU Hong-gang, LAI Bing, XIE Xian-dang, . Field pullout tests of basalt fiber-reinforced polymer ground anchor [J]. Rock and Soil Mechanics, 2019, 40(7): 2563-2573. |
[12] | WANG Wen-pei, LI Bin, FENG Zhen, ZHANG Bo-wen, GAO Yang, . Failure mechanism of a high-steep rock slope considering site effect [J]. Rock and Soil Mechanics, 2019, 40(1): 297-304. |
[13] | YANG Qi, ZHANG You-yi, LIU Hua-qiang, QIN Hua,. Model test on load-failure of a foamed lightweight soil subgrade [J]. , 2018, 39(9): 3121-3129. |
[14] | MA Kai, YIN Li-ming, CHEN Jun-tao, CHEN Ming, WANG Zi-qi, CUI Bo-qiang,. Theoretical analysis on failure of water-resisting key strata in the floor by local high confined water in deep mining [J]. , 2018, 39(9): 3213-3222. |
[15] | GUO Zhao-sheng, HE Wu-bin, BAI Xiao-hong. Pseudo-static model experiment of pile-cap-soil system [J]. , 2018, 39(9): 3321-3330. |
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