›› 2010, Vol. 31 ›› Issue (8): 2630-2636.
• Numerical Analysis • Previous Articles Next Articles
WEI Li-min, HE Qun, WANG Yong-he
CLC Number:
[1] | GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107. |
[2] | PU He-fu, SONG Ding-bao, ZHENG Jun-jie, ZHOU Yang, YAN Jing, LI Zhan-yi. Non-linear self-weight consolidation model of saturated soft soil under large-strain condition [J]. Rock and Soil Mechanics, 2019, 40(5): 1683-1692. |
[3] | ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798. |
[4] | MO Pin-qiang, GAO Xin-wei, HUANG Zi-feng, MA Dan-yang, . Analytical method for settlement control of displacement pile induced by undercrossing tunnel excavation [J]. Rock and Soil Mechanics, 2019, 40(10): 3823-3832. |
[5] | LI Lian-xiang, LIU Jia-dian, LI Ke-jin, HUANG Heng-li, JI Xiang-kai, . Study of parameters selection and applicability of HSS model in typical stratum of Jinan [J]. Rock and Soil Mechanics, 2019, 40(10): 4021-4029. |
[6] | YANG Peng, PU He-fu, SONG Ding-bao. Analysis of large-strain consolidation of soft soil foundation with prefabricated vertical drains [J]. Rock and Soil Mechanics, 2019, 40(10): 4049-4056. |
[7] | DONG Zhi-hong, NIU Xin-qiang, DING Xiu-li, WENG YongHong, HUANG Shu-ling, PEI Qi-tao, ZHANG Lian, . Deformation characteristics and feedback analysis of surrounding rock of underground powerhouse at left bank of Wudongde Hydropower Station [J]. Rock and Soil Mechanics, 2018, 39(S2): 326-336. |
[8] | SUN Ming-she, MA Tao, SHEN Zhi-jun, WU Xu, WANG Meng-shu,. Study of lining sharing surrounding rock pressure in composite lining structure [J]. , 2018, 39(S1): 437-445. |
[9] | WANG Shao-jie, LU Ai-zhong, ZHANG Xiao-li. Analytical method of displacement back analysis for horseshoe tunnel excavated in transverse isotropic rock mass [J]. , 2018, 39(S1): 495-504. |
[10] | ZHOU Ya-dong, DENG An, LU Qun, . A one-dimensional consolidation model considering large strain for unsaturated soil [J]. , 2018, 39(5): 1675-1682. |
[11] | LI Jian-peng, NIE Qing-ke, LIU Quan-sheng, YU Jun-chao,. Risk assessment method of karst ground collapse based on weight back analysis [J]. , 2018, 39(4): 1395-1400. |
[12] | WANG Hong-bo, ZHANG Qing-song, LIU Ren-tai, LI Shu-cai,ZHANG Le-wen, ZHENG Zhuo, ZHANG Lian-zheng. Inverse analysis of seepage field from packer permeability test [J]. , 2018, 39(3): 985-992. |
[13] | MENG Wei, HE Chuan, WANG Bo, ZHANG Jun-bo, WU Fang-yin, XIA Wu-yang. Two-stage back analysis of initial geostress field in rockburst area based on lateral pressure coefficient [J]. , 2018, 39(11): 4191-4200. |
[14] | LIU Xiu-min, JIANG Xuan-wei, CHEN Cong-xin, XIA Kai-zong, ZHOU Yi-chao, SONG Xu-gen,. Study of creep characteristics of gypsum rock in natural and saturated states [J]. , 2017, 38(S1): 277-283. |
[15] | TIAN Mao-lin, XIAO Hong-tian, YAN Qiang-gang,. Displacement back analysis of rock parameters of Hoek-Brown criterion using nonlinear regression method [J]. , 2017, 38(S1): 343-350. |
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