Application of limit analysis in unsaturated soils: Numerical and experimental study of bearing capacity

2014 ◽  
pp. 1757-1762 ◽  
Author(s):  
B Shwan ◽  
C Smith
2019 ◽  
Vol 114 ◽  
pp. 103138 ◽  
Author(s):  
Changguang Zhang ◽  
Benxian Gao ◽  
Qing Yan ◽  
Junhai Zhao ◽  
Lizhou Wu

Author(s):  
Baoqun Wang ◽  
Dejin Xing ◽  
Chengyong Chen ◽  
Zhongnan Tian ◽  
Gangnian Xu

2013 ◽  
Vol 482 ◽  
pp. 7-10
Author(s):  
Jian Hua Cui ◽  
Chuan Yang Weng ◽  
Yun Lin Liu

Through the experiments of four concrete composite slabs under static loading to compare their flexural properties (deflection, bearing capacity, failure mode), this paper discusses the influence of composite slabs flexural behavior on different length of additional bars and sectional effective height. The results showed that they will improve the bearing capacity effectively by reasonably increasing the sectional effective height and controlling the length of additional bars.


2004 ◽  
Vol 18 (13) ◽  
pp. 2565-2578 ◽  
Author(s):  
Kai-Yuan Ke ◽  
Yih-Chi Tan ◽  
Chu-Hui Chen ◽  
Kin-Sang Chim ◽  
Tian-Chyi J. Yeh

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