Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 640-646.doi: 10.16285/j.rsm.2021.2198
• Numerical Analysis • Previous Articles
DING Yang1, XIONG Ye1, CHEN Zi-zi1, WU Xiao-han2, WANG Xiao-bo2
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] | FENG Chen, LI Jiang-shan, LIU Jin-du, XUE Qiang, . Experimental study on the compaction characteristics and microstructure of arsenic and cadmium co-contaminated soil [J]. Rock and Soil Mechanics, 2022, 43(S2): 171-182. |
[3] | JIANG Fan, LIU Hua, YUE Qing, YANG Wen-shuang. Variation trend of soil pressure under cutting edges of the super large caisson during sinking stage [J]. Rock and Soil Mechanics, 2022, 43(S2): 431-442. |
[4] | ZHOU Hao, CHEN Guo-liang, HE Xiang, WU Jia-ming, ZHANG Rong-tang, YIN Da-wei, YUAN Kun-bin, WU Zhe, . Key technologies of building information model integration and simulation in geotechnical engineering [J]. Rock and Soil Mechanics, 2022, 43(S2): 443-453. |
[5] | DENG Peng-hai, LIU Quan-sheng, HUANG Xing, PAN Yu-cong, BO Yin, . Combined finite-discrete element numerical study on the buckling failure mechanism of horizontally layered soft rock mass [J]. Rock and Soil Mechanics, 2022, 43(S2): 508-523. |
[6] | LI Yan-peng, LI Zhi-yuan, HU Zhi-qiang, LIN Gao, . A modified scaled boundary finite element method for scattering analysis of canyon-underground cavity system in horizontally layered site [J]. Rock and Soil Mechanics, 2022, 43(S2): 553-562. |
[7] | LUO Guan-yong, ZHONG Miao, CAO Hong, PAN Hong, . Measured data and numerical simulation analysis of shield tunneling in sand [J]. Rock and Soil Mechanics, 2022, 43(S2): 563-574. |
[8] | YUAN Wei, ZHONG Hui-ya, ZHU Yi, TANG Jia, HONG Jian-fei, WANG Ya-xiong, LIN Hang, WAN Ning, WANG An-li, . Determination method of slope critical failure state based on monitoring data fusion [J]. Rock and Soil Mechanics, 2022, 43(S2): 575-587. |
[9] | LI Shuang-long, WEI Li-min, FENG Sheng-yang, HE Qun, ZHANG Kai-xin, . Time-dependent interactions between passive piles and soft soils based on the extended Koppejan model [J]. Rock and Soil Mechanics, 2022, 43(9): 2602-2614. |
[10] | RUAN Bin, JI Han-wen, WANG Su-yang, HE Hong-jun, MIAO Yu. Seismic incident wave separation method based on array observation and numerical verification [J]. Rock and Soil Mechanics, 2022, 43(9): 2615-2623. |
[11] | FAN Hao-bo, ZHOU Ding-kun, LIU Yong, SONG Yu-xiang, ZHU Zheng-guo, ZHU Yong-quan, GAO Xin-qiang, GUO Jia-qi, . Mechanical response characteristics of lining structure of pipeline karst tunnels in water-rich areas [J]. Rock and Soil Mechanics, 2022, 43(7): 1884-1898. |
[12] | ZHANG Ge, CAO Ling, WANG Cheng-tang, . Development and application of elastic-plastic damage constitutive model considering softening characteristics of polycrystalline ice [J]. Rock and Soil Mechanics, 2022, 43(7): 1969-1977. |
[13] | ZHANG Chan-qing, HE Feng-fei, JIANG Shun-hang, ZENG Zi-zhen, XIONG Feng, CHEN Jiang, . Vibration characteristics of super large centrifuge foundation [J]. Rock and Soil Mechanics, 2022, 43(7): 2025-2034. |
[14] | ZHENG Chang-jie, HE Yu-ze, DING Xuan-ming, LUAN Lu-bao, CHEN Ye-wei, . Vertical vibration response of rigid strip footings on a viscoelastic soil layer overlying bedrock [J]. Rock and Soil Mechanics, 2022, 43(6): 1434-1440. |
[15] | 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. |
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