Influence of varying soil properties on evaluation of pile reliability under lateral loads
A three dimensional probabilistic approach to analyzing laterally loaded piles is presented. Two typical subsurface models are used in the analyses: the first one consists of layered linear elastic soil where each layer has a random modulus of elasticity; while the second model takes the form of lin...
Main Authors: | Janusz Kozubal, Wojciech Puła, Marek Wyjadłowski, Jerzy Bauer |
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Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2013-04-01
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Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://journals.vgtu.lt/index.php/JCEM/article/view/3837 |
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