›› 2016, Vol. 37 ›› Issue (S1): 334-340.doi: 10.16285/j.rsm.2016.S1.045
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHU Yan-jie, PANG Yuan-tao, YANG Liu, HUANG Jian-xin
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[1] | LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482. |
[2] | 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. |
[3] | CAO Wei-ping, HU Wei-wei. Experimental study of 3D soil arching in piled reinforced embankments [J]. , 2014, 299(2): 351-358. |
[4] | GUAN Cheng-yao , QI Jia-fu , QIU Nan-sheng , ZHAO Guo-chun ,. Crack angle, lock angle, friction coefficient under stress ratio affection and their coupling relationship in a compression-shear crack [J]. , 2012, 33(12): 3570-3576. |
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