Experimental investigation on single pile subjected to lateral load

2020 ◽  
Vol 24 ◽  
pp. 2244-2249
Author(s):  
R.K. Madhumathi ◽  
A. Abisha
Author(s):  
Jafar Rouzegar ◽  
Abbas Niknejad ◽  
Seyed Mohammad Elahi ◽  
Seyed Ahmad Elahi ◽  
Seyed Ali Elahi

2014 ◽  
Vol 919-921 ◽  
pp. 824-827
Author(s):  
Sheng Jie Di ◽  
Ming Yuan Wang ◽  
Wen Bo Du

The mechanical behavior of group piles under lateral load is a very complex process of pile-soil interaction. Due to the group effect, the lateral capacity of individual piles can not be fully developed. Deduction factors are applied to the lateral soil reaction, and then lateral analysis is performed for individual piles. After p-y curve for each pile is constructed, the soil pressure of group piles is the sum of soil pressure of single pile at the same deflection under one pile cap. The mechanical different behaviors of the front piles and the back piles are analyzed and compared based on a practical engineering.


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