›› 2008, Vol. 29 ›› Issue (6): 1575-1579.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Ming-bin1,2, LI Shu-cai2, LI Shu-chen2, WANG Zhao-qing1
CLC Number:
[1] | TAN Guo-hong, XIAO Hai-zhu, DU Xun, HU Wen-jun. Settlement analysis of caisson foundation under main tower of a long span cable-stayed bridge for highway and railway [J]. Rock and Soil Mechanics, 2019, 40(3): 1113-1120. |
[2] | WANG Shen, LI Hua-min, LI Dong-yin, WANG Wen, . The effect of rib on load transfer of the thread steel resin bolt [J]. , 2018, 39(8): 2805-2813. |
[3] | LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482. |
[4] | KONG Yang, RUAN Huai-ning, HUANG Xue-feng, . Deformation characteristics of compacted Malan loess in Yan’an region under high consolidation pressure [J]. , 2018, 39(5): 1731-1736. |
[5] | WANG Shuai-shuai, GAO Bo, FAN Kai-xiang, SHEN Yu-sheng, ZHANG Tao,. Damping mechanism of shallow cylindrical parallel tunnel with grouting reinforcement zone [J]. , 2018, 39(2): 683-690. |
[6] | LIU Shi-wei, SHENG Qian, GONG Yan-feng, LENG Xian-lun, CHEN Zi-jing, LI Jian-he,. A method for determinating shear strength using shear stress concentration factor and its engineering application [J]. , 2017, 38(S1): 53-60. |
[7] | LI Lian-xiang, HUANG Jia-jia, FU Qing-hong, CHENG Xiao-yang, HU Feng, . Centrifuge experimental study of mechanical properties of composite foundation with different replacement rates under additional load [J]. , 2017, 38(S1): 131-139. |
[8] | CHEN Ke-lin,LEI Jin-bo. Experimental study of stress concentration factors of hollow pipe-piles [J]. , 2015, 36(4): 1078-1084. |
[9] | LIU Quan-sheng , HUANG Shi-bing , CUI Xian-ze , GONG Guang-qing , CHEN Gen-sheng,. Control measures and monitoring analysis for floor heave of the chamber in deep coal mine [J]. , 2015, 36(12): 3506-3515. |
[10] | QI Chang-Guang , FAN Gao-feng , CUI Yun-liang , ZHANG Qiang,. Geotechnical physical model test using artificial synthetic transparent soil [J]. , 2015, 36(11): 3157-3163. |
[11] | WANG Shuang ,WANG Rui ,YANG Biao ,CHEN Zheng-zhou,. Simplified analysis for consolidation of stone columns reinforced foundation under general time-dependent loading [J]. , 2015, 36(1): 34-40. |
[12] | LU Gong-da , YAN E-chuan , WANG Xue-ming , XIE Liang-fu , GAO Lian-tong,. Study of impact of fractal dimension of pore distribution on compressive strength of porous material [J]. , 2014, 35(8): 2261-2268. |
[13] | WEI Li-min, FENG Sheng-yang, HE Qun, YANG Qi. Improved Koppejan creep model and its application [J]. , 2014, 35(6): 1762-1767. |
[14] | CAO Wei-ping, HU Wei-wei. Experimental study of 3D soil arching in piled reinforced embankments [J]. , 2014, 299(2): 351-358. |
[15] | LI Xing-hua , LONG Yuan , JI Chong , ZHOU Xiang , HE Yang-yang , LU Liang . Analysis of dynamic stress concentration factor for existing circular tunnel lining under blasting seismic wave [J]. , 2013, 34(8): 2218-2224. |