Undrained lateral capacity of I-shaped concrete piles

Undrained lateral capacity of I-shaped concrete piles

This paper presents a new numerical solution for undrained lateral capacity of I-shaped concrete piles in accordance with the Thailand Industrial Standards. Two-dimensional finite element limit analysis with a plane strain condition in the direction of pile depth was employed to determine the stab...

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Bibliographic Details
Main Authors: Suraparb Keawsawasvong, Boonchai Ukritchon
Format: Article
Language:English
Published: Prince of Songkla University 2017-12-01
Series:Songklanakarin Journal of Science and Technology (SJST)
Subjects:
pile
I-pile
limit analysis
numerical analysis
lateral capacity
Online Access:http://rdo.psu.ac.th/sjstweb/journal/39-6/39-6-7.pdf

Internet

http://rdo.psu.ac.th/sjstweb/journal/39-6/39-6-7.pdf

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