An Experimental Study of Unreinforced and Reinforced Soil Slope Under Static Loading

Author(s):  
Vishal S. Ghutke ◽  
Simran Sheikh ◽  
Anirban Mandal
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.


2008 ◽  
Vol 23 ◽  
pp. 155-160
Author(s):  
Yusuke TAKAHASHI ◽  
Akinori HAZAMA ◽  
Taichi TACHIBANA ◽  
Kenji KANEKO ◽  
Koji KUMAGAI

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