Nonlinear analysis of pile raft foundations under eccentric loads

This paper discusses a series of 3D nonlinear analyses of the pile group foundation of a 34-floor multistory building subjected to vertical load and large moments using PLAXIS 3D v20 software. The soil profile consists of seven strata of various properties, with groundwater encountered at 19.6 m bel...

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Bibliographic Details
Main Authors: Khalid Qasim Hussein, Dr. Rafi’ M. Sulaiman Al-Ne’aimi
Format: Article
Language:English
Published: Erbil Polytechnic University 2023-09-01
Series:Polytechnic Journal
Subjects:
Online Access: https://polytechnic-journal.epu.edu.iq/home/vol13/iss1/10
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