›› 2013, Vol. 34 ›› Issue (S2): 27-34.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SHAO Sheng-jun,YANG Chun-ming,MA Xiu-ting,LU Si
CLC Number:
[1] | LIU Zu-qiang, LUO Hong-ming, ZHENG Min, SHI Yun-jiang, . Study on expansion-shrinkage characteristics and deformation model for expansive soils in canal slope of South-to-North Water Diversion Project [J]. Rock and Soil Mechanics, 2019, 40(S1): 409-414. |
[2] | ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924. |
[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] | YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226. |
[5] | 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. |
[6] | YANG Yi-rong, XIE Hong-qiang, XIAO Ming-li, LIU Jian-feng, HE Jiang-da, . Dilatancy and energy characteristics analysis of transverse-isotropic rock mass under triaxial unloading condition [J]. , 2017, 38(6): 1589-1599. |
[7] | AN Peng, ZHANG Ai-jun, XING Yi-chuan, NI Wan-kui, ZHANG Bo,. Analysis of soak infiltration and deformation characteristics for thick collapsible loess in Ili region [J]. , 2017, 38(2): 557-564. |
[8] | ZHAO Ming , HUANG Kan , LIN Jia , ZHANG Peng , ZHAO Jian , CHEN Lei , GE Yong-yong,. Optimization research on weak rock control in coal roadway of large mining height [J]. , 2016, 37(S2): 589-596. |
[9] | LIU Qing-bing , WU Yun-gang, XIANG Wei, WANG Ren,. Swelling model study of expansive soil at K0 and triaxial stress state [J]. , 2016, 37(10): 2795-2802. |
[10] | NIU Ya-qiang , WANG Xu , ZHENG Jing , JIANG Dai-jun , LIU De-ren , JIANG Peng-cheng , . Experimental research on anti-seepage effect of new embankment structure of lateral-constraint and seepage control [J]. , 2015, 36(S2): 252-258. |
[11] | HUANG Xue-feng , YANG Xiao-hui , YIN He , LIU Zi-long , ZHOU Jun-peng,. Study of relationship between maximum collapsing depth and neutral point position of pile foundation in collapsible loess ground [J]. , 2015, 36(S2): 296-302. |
[12] | MEI Yuan , HU Chang-ming , WEI Yi-feng , ZHANG Wen-cui , YUAN Yi-li , Wang Xue-yan , . A centrifugal test study of the deformation of high backfill foundation in deep ravine of Q2 and Q3 loess [J]. , 2015, 36(12): 3473-3481. |
[13] | WANG Duan-duan, ZHOU Zhi-jun, Lü Yan-da, WEI Jin. An experimental study of influence of drilling method on the bearing capacity of pile foundation in collapsible loess area [J]. , 2015, 36(10): 2927-2933. |
[14] | YAO Zhi-hua ,HUANG Xue-feng ,CHEN Zheng-han ,FANG Xiang-wei,. New recognition of collapsibility evaluation and remnant collapse of loess [J]. , 2014, 35(4): 998-1006. |
[15] | HUANG Xue-feng ,YANG Xiao-hui,. A study progress on in-situ soaking test on collapsible loess [J]. , 2013, 34(S2): 222-228. |