›› 2006, Vol. 27 ›› Issue (12): 2099-2104.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GU Chong-shi1, WANG Zi-li1, LIU Cheng-dong2
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] | FU Hong-yuan, LIU Jie, ZENG Ling, BIAN Han-bing, SHI Zhen-ning, . Deformation and strength tests of pre-disintegrating carbonaceous mudstone under loading and soaking condition [J]. Rock and Soil Mechanics, 2019, 40(4): 1273-1280. |
[4] | ZHENG Dong, HUANG Jin-song, LI Dian-qing, . An approach for predicting embankment settlement by integrating multi-source information [J]. Rock and Soil Mechanics, 2019, 40(2): 709-719. |
[5] | WANG Jian-jun, CHEN Fu-quan, LI Da-yong. A simple solution of settlement for low reinforced embankments on Kerr foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 250-259. |
[6] | ZHANG Wen-sheng, LUO Qiang, JIANG Liang-wei, LI Ang, . Reliability analysis of soil slope considering moment estimation bias using small sample geotechnical parameters [J]. Rock and Soil Mechanics, 2019, 40(1): 315-324. |
[7] | LIU Yang-yang, GUO Zeng-zhang, LI Yong-qiang, LI You-peng. Risk assessment model of highway slope based on entropy weight set pair analysis and vehicle laser scanning [J]. Rock and Soil Mechanics, 2018, 39(S2): 131-141. |
[8] | WU Jian-tao, YE Xiao, LI Guo-wei, JIANG Chao, CAO Xue-shan, . Bearing and deformation behaviors of PHC pile-reinforced soft foundation under high embankment [J]. Rock and Soil Mechanics, 2018, 39(S2): 351-358. |
[9] | WANG Yi-min, YAN Cen, YU Heng, LI Qi. Experimental study of soil stress characteristics of geogrid-reinforced widened embankment under static loadings [J]. , 2018, 39(S1): 311-317. |
[10] | 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. |
[11] | CHEN Fu-quan, LAI Feng-wen, LI Da-yong. State of the art in research of geosynthetic-reinforced embankment overlying voids [J]. , 2018, 39(9): 3362-3376. |
[12] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[13] | LIANG Cheng, XU Chao, . Study on critical height of reinforced embankments with geocell layer [J]. , 2018, 39(8): 2984-2990. |
[14] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[15] | LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482. |
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