Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 623-632.doi: 10.16285/j.rsm.2021.0323
• Numerical Analysis • Previous Articles Next Articles
LIAO Wen-wang1, JI Jian1, ZHANG Tong1, WU Zhi-jun2, ZHANG Jie3
CLC Number:
[1] | LIU Bo, ZHANG Ding-wen, LI Jian-chun, . Prediction formula and its application of existing tunnel deformation induced by laterally adjacent deep excavation based on case statistics [J]. Rock and Soil Mechanics, 2022, 43(S1): 501-512. |
[2] | WU Jia-ming, CHEN Jian, CHEN Guo-liang, ZHONG Yu, DAI Lin-fa-bao, CHEN Bin, WU Zhe, . Construction simulation method of metro foundation pit based on BIM technology [J]. Rock and Soil Mechanics, 2022, 43(S1): 553-566. |
[3] | PENG Wen-zhe, ZHAO Ming-hua, YANG Chao-wei, LIU Ya-nan. Analysis of batter piles using finite beam element method [J]. Rock and Soil Mechanics, 2022, 43(S1): 650-657. |
[4] | ZHOU Jiang, MIAO Hong-yan, XU Wan-you, XIE Gao-lei, SHI Li-fu. Research on deformation monitoring technology of transformer substation on soft foundation in mountainous area under strong electromagnetic condition [J]. Rock and Soil Mechanics, 2022, 43(S1): 665-674. |
[5] | KANG Yong-shui, GENG Zhi, LIU Quan-sheng, LIU Bin, ZHU Yuan-guang, . Research progress on support technology and methods for soft rock with large deformation hazards in China [J]. Rock and Soil Mechanics, 2022, 43(8): 2035-2059. |
[6] | WANG Zu-xian, SHI Cheng-hua, GONG Chen-jie, CAO Cheng-yong, LIU Jian-wen, PENG Zhu, . Analytical method to estimate the influence of foundation pit excavation adjacent to the station (working shaft) on the underlying shield tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2176-2190. |
[7] | YAO Yun-qi, ZENG Run-qiang, MA Jian-hua, MENG Xiang-pei, WANG Hong, ZHANG Zong-lin, MENG Xing-min, . Reliability analysis of slope under rainfall infiltration considering preferential flow model [J]. Rock and Soil Mechanics, 2022, 43(8): 2305-2316. |
[8] | WANG Kai, YANG Bao-gui, WANG Peng-yu, LI Chong, . Deformation and failure characteristics of gob-side entry retaining in soft and thick coal seam and the control technology [J]. Rock and Soil Mechanics, 2022, 43(7): 1913-1924. |
[9] | ZHOU Yang-shi-qi, ZHAO Lan-hao, SHAO Lin-yu, MAO Jia. A deformable spheropolygon-based discrete element method [J]. Rock and Soil Mechanics, 2022, 43(7): 1961-1968. |
[10] | MA Guo-tao, REZANIA Mohammad, MOUSAVI NEZHAD Mohaddeseh, SHI Bu-tao. Post-failure analysis of landslides in spatially varying soil deposits using stochastic material point method [J]. Rock and Soil Mechanics, 2022, 43(7): 2003-2014. |
[11] | LI Ning, PAN Hang, ZHANG Mao-jian, ZHANG Hui-li, LI Xin-zhen, XU Jian-cong, . Influence of rainfall patterns on anti-seepage performance of capillary barrier covers [J]. Rock and Soil Mechanics, 2022, 43(6): 1546-1556. |
[12] | WANG Lu-nan, TAO Chuan-qi, YIN Xiao-meng, HAN Jie, YANG Lei, ZHANG Gan-ping, . Evolution of deformation field and energy of organic-rich oil shale under uniaxial compression [J]. Rock and Soil Mechanics, 2022, 43(6): 1557-1570. |
[13] | PENG Shou-jian, ZHANG Qian-wen, XU Jiang, CHEN Yi-an, CHEN Can-can, CAO Qi, RAO Hao-kui, . Experimental study of deformation localization characteristics of sandstone under seepage-stress coupling based on 3D digital image correlation technology [J]. Rock and Soil Mechanics, 2022, 43(5): 1197-1206. |
[14] | YANG Hao, WEI Yu-feng, PEI Xiang-jun, ZHANG Yu-yang, . Centrifugal test study of fracture evolution characteristics of anti-dip rock slope with steep and gently dipping structural plane [J]. Rock and Soil Mechanics, 2022, 43(5): 1215-1225. |
[15] | CHEN Kang, LIU Xian-feng, YUAN Sheng-yang, PAN Shen-xin, MA Jie, JIANG Guan-lu, . Experimental study of accumulative deformation behaviour and shakedown limit of saturated red mudstone fill material [J]. Rock and Soil Mechanics, 2022, 43(5): 1261-1268. |
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