›› 2003, Vol. 24 ›› Issue (6): 961-964.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Guan-shi , KONG Ling-wei, CHEN Shan-xiong
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | ZHENG Jun-jie, LÜ Si-qi, CAO Wen-zhao, JING Dan, . Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil [J]. Rock and Soil Mechanics, 2019, 40(1): 395-402. |
[5] | ZHUANG Xin-shan, WANG Jun-xiang, WANG Kang, LI Kai, HU Zhi. Experimental study on dynamic characteristics of expansive soil modified by weathered sand [J]. Rock and Soil Mechanics, 2018, 39(S2): 149-156. |
[6] | LI Guo-wei, SHI Sai-jie, HOU Yu-zhou, WU Jian-tao, LI Feng, WU Shao-p, . Experimental study of development technology of non-expansive soil in Yangtze River to Huaihe River water diversion experimental project [J]. Rock and Soil Mechanics, 2018, 39(S2): 302-314. |
[7] | 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. |
[8] | 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. |
[9] | HU Dong-xu, LI Xian , ZHOU Chao-yun, XUE Le, LIU Hong-fu, WANG Shi-ji. Quantitative analysis of swelling and shrinkage cracks in expansive soil [J]. , 2018, 39(S1): 318-324. |
[10] | 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. |
[11] | 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. |
[12] | LIANG Cheng, XU Chao, . Study on critical height of reinforced embankments with geocell layer [J]. , 2018, 39(8): 2984-2990. |
[13] | YANG He-ping, TANG Xian-yuan, WANG Xing-zheng, XIAO Jie, NI Xiao,. Shear strength of expansive soils under wet-dry cycles with loading [J]. , 2018, 39(7): 2311-2317. |
[14] | LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482. |
[15] | LI Han-wen, ZHANG Lu-lu, FENG Shi-jin, ZHENG Wen-Tang,. Moisture migration in a high-speed railway embankment under complex atmospheric environment [J]. , 2018, 39(7): 2574-2582. |