Application of upper bound method to stability analysis of reinforcement

被引:0
|
作者
Li Xiu-juan [1 ,2 ,3 ]
Yang Jun-jie [1 ,2 ]
Ding Yuan-dong [4 ]
Wang Yan-feng [5 ]
机构
[1] Ocean Univ China, Minist Educ, Key Lab Marine Environm & Ecol, Qingdao 266100, Peoples R China
[2] Ocean Univ China, Coll Environm Sci & Engn, Qingdao 266100, Peoples R China
[3] Inst Urban & Rural Constrct, Shandong Prov Invest & Survey, Jinan 250031, Shandong, Peoples R China
[4] Municipal Bur Publ Util Laoshan Reg, Qingdao 266061, Peoples R China
[5] Natl Marine Stand & Metrol Ctr, Tianjin 300112, Peoples R China
关键词
upper bound method; reinforced earth; generalized plasticity theory; internal works; reinforced material;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The upper bound method of limit analysis can be used for the stability analysis of reinforced earth; the internal works on the slip plane is the crux of the stability analysis. Firstly, the methods of calculating internal works on the slip plane based on the classical plasticity theory of upper bound method are summed up. Then the upper bound method based on the generalized plasticity theory is used to Yang junjie's method about calculating the internal works on the slip plane. Comparing the upper bound method both based on the classical and generalized plasticity theory and the centrifuge test results, it is shown that the upper bound method based on the classical plasticity theory is simple and clear; the computed result is reliable, although the upper-bound method based on the generalized plasticity theory is more perfect; it is difficult to use when that the slip surface to be an curve plane.
引用
收藏
页码:2409 / 2417
页数:9
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