Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil-Reference-Cited by-同舟云学术

Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil

Published:2021-09-01 Issue:3 Volume:43 Page:285-306
ISSN:2083-831X
Container-title:Studia Geotechnica et Mechanica
language:en
Short-container-title:

Author:

Debnath Litan¹

Affiliation:

1. Research Scholar , Civil Engineering Department , National Institute of Technology Agartala , , INDIA

Abstract

Abstract In this paper, the limit equilibrium method with the pseudo-static approach is developed in the evaluation of the influence of slope on the bearing capacity of a shallow foundation. Particle swarm optimisation (PSO) technique is applied to optimise the solution. Minimum bearing capacity coefficients of shallow foundation near slopes are presented in the form of a design table for practical use in geotechnical engineering. It has been shown that the seismic bearing capacity coefficients reduce considerably with an increase in seismic coefficient. Be sides, the magnitude of bearing capacity coefficients decreases further with an increase in slope inclination.

Publisher

Walter de Gruyter GmbH

Subject

Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://www.sciendo.com/pdf/10.2478/sgem-2021-0021

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