Rock and Soil Mechanics ›› 2018, Vol. 39 ›› Issue (12): 4651-4658.doi: 10.16285/j.rsm.2017.0735
• Numerical Analysis • Previous Articles Next Articles
HAN Jun-yan, DU Xiu-li, HOU Ben-wei, LI Li-yun, ZHONG Zi-lan, ZHAO Mi (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124,China
CLC Number:
[1] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[2] | SHEN Yang, SHEN Xue, YU Yan-ming, LIU Han-lon, GE Hua-yang, RUI Xiao-xi, . Macro-micro study of compressive deformation properties of calcareous sand with different particle fraction contents [J]. Rock and Soil Mechanics, 2019, 40(10): 3733-3740. |
[3] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[4] | HUANG Xiao-hu, LEI De-xin, XIA Jun-bao, YI Wu, ZHANG Peng, . Forecast analysis and application of stepwise deformation of landslide induced by rainfall [J]. Rock and Soil Mechanics, 2019, 40(9): 3585-3592. |
[5] | LI Qiao, MENG Fan-zeng, NIU Yuan-zhi. Bridge pier deformation and control technology of jacking framed bridge with loading under crossing high speed railway [J]. Rock and Soil Mechanics, 2019, 40(9): 3618-3624. |
[6] | LI Chuan-xun, WANG Su. An analytical solution for one-dimensional nonlinear consolidation of soft soil [J]. , 2018, 39(10): 3548-3554. |
[7] | PEI Qiang-qiang, WANG Xu-dong, GUO Qing-lin, ZHANG Bo,ZHAO Guo-jing, ZHAO Jian-zhong, . Laboratory test of deformation mechanism of rammed roof-propping reinforcement at earthen heritage sites in arid environment [J]. , 2018, 39(8): 2755-2764. |
[8] | XU Peng, JIANG Guan-lu, QIU Jun-jie, LIN Zhan-zhan, WANG Zhi-meng,. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method [J]. , 2018, 39(8): 2765-2770. |
[9] | REN Lian-wei, ZHOU Gui-lin, DUN Zhi-lin, HE Ting-yin, YANG Quan-wei, ZHANG Min-xia,. Case study on suitability and settlement of foundation in goaf site [J]. , 2018, 39(8): 2922-2932. |
[10] | YANG Jian-min, HUO Wang-wen,. A character of elliptical regional land subsidence due to horizontal anisotropic permeability [J]. , 2018, 39(8): 2960-2976. |
[11] | SHI Gang, LIU Zhong-yu, LI Yong-hui. One-dimensional rheological consolidation of soft clay under cyclic loadings considering non-Darcy flow [J]. , 2018, 39(S1): 521-528. |
[12] | LIU Yong-quan, LIU Xin-rong, XIE Ying-kun, YU Yu, . Discussion on selection law of initial stretch locking value of prestressed anchor cables in foundation pits [J]. , 2018, 39(6): 2164-2174. |
[13] | YAO Zhi-hua, LIAN Jie, CHEN Zheng-han, ZHU Yuan-qing, FANG Xiang-wei,. An elastic-plastic constitutive model for unsaturated Q3 undisturbed loess considering meso-structured evolution [J]. , 2018, 39(5): 1553-1563. |
[14] | ZHANG Xiao-yan, ZHANG Li-xiang, LI Ze,. Reliability analysis of soil slope based on upper bound method of limit analysis [J]. , 2018, 39(5): 1840-1849. |
[15] | LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,. Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient [J]. , 2018, 39(5): 1877-1884. |
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