REVIEW OF AVAILABLE APPROACHES FOR ULTIMATE BEARING CAPACITY OF TWO-LAYERED SOILS-Reference-Cited by-同舟云学术

REVIEW OF AVAILABLE APPROACHES FOR ULTIMATE BEARING CAPACITY OF TWO-LAYERED SOILS

Published:2012-09-11 Issue:4 Volume:18 Page:469-482
ISSN:1392-3730
Container-title:Journal of Civil Engineering and Management
language:
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Author:

Shoaei M. Dalili¹,Alkarni A.²,Noorzaei J.¹,Jaafar M. S.³,Huat Bujang B. K.³

Affiliation:

1. Civil Engineering Department, Faculty of Engineering, Universiti Putra Malaysia, 43400 UPM-Serdang, Malaysia; Institute of Advanced Technology (ITMA), Universiti Putra Malaysia, 43400 UPM-Serdang, Malaysia

2. College of Engineering, Geotechnical Engineering Faculty, King Saud University, Riyadh, Saudi Arabia

3. Civil Engineering Department, Faculty of Engineering, Universiti Putra Malaysia, 43400 UPM-Serdang, Malaysia

Abstract

This paper presents the state of the art report on available approaches to predicting the ultimate bearing capacity of two-layered soils. The article discusses three most popular methods, including the classical method, application of the finite element method and artificial neural network. Various approaches based on these three powerful tools are studied and their methodologies are discussed.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference29 articles.

1. Limit loads for multilayered half-space using the linear matching method

2. Carlos , A. F. 2004 . Ultimate Bearing Capacity of shallow Foundations on Layered Soils . MSc Thesis , Concordia, Quebec : Civil and environmental Engineering .

3. Bearing Capacity of Gravity Bases on Layered Soil

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