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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Format: | Article |
Language: | English |
Published: |
Elsevier
2005-01-01
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Series: | Journal of King Saud University: Engineering Sciences |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1018363918308055 |