Non-linear performance analysis of free headed piles in consolidating soil subjected to lateral loads
The analysis of laterally loaded pile is complex due to its site specific behaviour. Whereas most of the analytical methods provides only a generalized solution to it. Behaviour of piles in clay depends on site specific factors like subsoil condition, type of super-structure and the load transfer fr...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2021-04-01
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Series: | Engineering Science and Technology, an International Journal |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2215098620342282 |