Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (7): 2653-2662.doi: 10.16285/j.rsm.2018.0445
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZOU Yuan-jing1, 2, WEI Chang-fu1, 2, CHENG He-long1, 2, ZHOU Jia-zuo1, 2, WAN Yi-zhao3
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[1] | HUANG Ming, ZHANG Bing-qi, CHEN Fu-quan, XU De-xiang,. A new incremental load transfer model of pile-soil interaction based on disturbed state concept [J]. , 2017, 38(S1): 167-172. |
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[3] | YU Xiao-jun,SHI Jian-yong,XU Yang-bin. Modelling disturbed state and anisotropy of natural soft clays [J]. , 2009, 30(11): 3307-3312. |
[4] | ZHENG Jian-ye, GE Xiu-run, SUN Hong. Meso analysis for rationality of disturbed state concept theory on utilization of hardening model for softening response depiction [J]. , 2007, 28(1): 127-132. |
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