Innovative Scheme for Evaluation of Soil Induced Stresses Using a Customized Two -point Gauss Formula

Abstract. This paper presents a systematic procedure in which the variation in induced stresses in soil layers is effectively dealt with using only two sublayers. A customized two -point Gauss quadrature formula was derived to evaluate induced stresses such that the weight factors for the derived fo...

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Bibliographic Details
Main Author: Mosleh A. Al-Shamrani
Format: Article
Language:English
Published: Elsevier 2005-01-01
Series:Journal of King Saud University: Engineering Sciences
Online Access:http://www.sciencedirect.com/science/article/pii/S1018363918308055