Brief Report
Apr 1980

Simplified Passive Earth Pressure Analysis

Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 4

Abstract

Determination of passive earth pressure acting on a rigid retaining wall is one of the most extensively studied stability problems in geotechnical engineering. Most methods of calculating passive pressures consider the soil mass to be limiting equilibrium and differ only in assumption about the shape of failure surface and variable soil properties the method of slices is widely used by practicing engineers to determine the earth pressure on a retaining wall. In this note a simple approach using the method of slices has been proposed for estimating passive earth pressure coefficients.

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Journal of the Geotechnical Engineering Division
Volume 106Issue 4April 1980
Pages: 470 - 474

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Published in print: Apr 1980
Published online: Feb 11, 2021

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Prabir K. Basudhar
Lect., Civ. Engrg. Dept., Inst. of Tech., Banaras Hindu Univ., Varanasi, India
Madhira R. Madhav
Prof., Civ. Engrg. Dept., Indian Inst. of Tech., Kanpur, India

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