<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>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.</p>
</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.

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

National Institute of Technology Agartala

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution 4.0 International License.

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...

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

Article Category: Original Study

Pubblicato online: 30 set 2021

Pagine: 285 - 306

Ricevuto: 15 dic 2020

Accettato: 20 giu 2021

DOI: https://doi.org/10.2478/sgem-2021-0021

Parole chiave
Pseudo-static, Particle swarm optimisation, Bearing capacity coefficient, Slope inclination, Limit equilibrium

© 2021 Litan Debnath, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

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

Article Category: Original Study

Pubblicato online: 30 set 2021

Pagine: 285 - 306

Ricevuto: 15 dic 2020

Accettato: 20 giu 2021

DOI: https://doi.org/10.2478/sgem-2021-0021

Parole chiavePseudo-static, Particle swarm optimisation, Bearing capacity coefficient, Slope inclination, Limit equilibrium

© 2021 Litan Debnath, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Pseudo-static, Particle swarm optimisation, Bearing capacity coefficient, Slope inclination, Limit equilibrium