›› 2016, Vol. 37 ›› Issue (S2): 223-231.doi: 10.16285/j.rsm.2016.S2.027
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Kui-hua1 ,2, GAO Liu1, 2, XIAO Si1, 2, WANG Ning3
CLC Number:
TU 473
[1] | KONG Gang-qiang, PENG Huai-feng, ZHU Xi , GU Hong-wei, ZHOU Li-duo,. Model tests on bearing capacity of longitudinal section shaped pile under lateral load [J]. , 2018, 39(1): 229-236. |
[2] | KONG Gang-qiang , SUN Xue-jin , CAO Zhao-hu , ZHOU Yang , . Visualization comparative model tests on neutral point position of tapered pile and equal section pile [J]. , 2015, 36(S1): 38-42. |
[3] | CAO Zhao-hu , KONG Gang-qiang , ZHOU Hang , GENG Zhi-zhou,. Model test on installation effect of tapered piles in transparent soils [J]. , 2015, 36(5): 1363-1367. |
[4] | ZHANG Min , WANG Xing-hua , FENG Guo-rui,. Horizontal vibration of an end-bearing pile in unsaturated soil [J]. , 2015, 36(2): 409-422. |
[5] | LIU Jie, HE Jie, MIN Chang-qing. Contrast research of bearing behavior for composite foundation with tapered piles and cylindrical piles [J]. , 2010, 31(7): 2202-2206. |
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