Brief Report
Sep 1982

Stability of Slopes by Method of Characteristics

Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 9

Abstract

The method of characteristics with some simplifying assumptions is made applicable for analyzing a given straight slope. By assuming that the mobilized shear strength varies with depth, and treating the whole soil mass as a series of layers, factors of safety of a given slope at different heights and a series of lines with different mobilized shear strength are obtained. The results show that the factors of safety obtained by the present method are lower than those obtained by friction circle method.

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Published In

Journal of the Geotechnical Engineering Division
Volume 108Issue 9September 1982
Pages: 1182 - 1186

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Published in print: Sep 1982
Published online: Feb 11, 2021

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A. Siva Reddy
Prof. of Civ. Engrg., Indian Inst. of Science, Bangalore 560012, India
K. N. Venkatakrishna Rao
Asst. Prof. of Civ. Engrg., Government B.D.T. Coll. of Engrg., Davangere 570004, India

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