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Seismic Analysis of Nailed soil slopes - A Pseudo-dynamic approach

Sabhahit, N and Madhav, Madhira R and Basudhar, P K (1996) Seismic Analysis of Nailed soil slopes - A Pseudo-dynamic approach. In: Proceedings Of The International Symposium On Earth Reinforcement, 12-14 November, 1996.

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Abstract

In this paper, seismic design of nailed soil slopes are presented based on pseudo-dynamic approach. This method incorporates a finite shear wave velocity based on the assumption that the shear modulus is constant and only the phase not the magnitude of acceleration is varying with depth. The results obtained are compared with pseudo-static approach. The effect of seismic force on the location on the failure plane ha~ been presented. The effects of inclination of the nails and the coefficient of horizontal acceleration on the required reinforcement force have been studied.

Item Type: Conference or Workshop Item (Paper)
Subjects: Engineering > MIT Manipal > Civil Engineering
Depositing User: MIT Library
Date Deposited: 08 Sep 2011 05:17
Last Modified: 08 Sep 2011 05:17
URI: http://eprints.manipal.edu/id/eprint/1245

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