Seismic bearing capacity of strip footings on rock masses using the Hoek–Brown failure criterion

In this paper, the bearing capacity of strip footings on rock masses has been studied in the seismic case. The stress characteristics or slip line method was used for analysis. The problem was analyzed in the plane strain condition using the Hoek–Brown failure criterion. First, the equilibrium equat...

Full description

Bibliographic Details
Main Authors: Amin Keshavarz, Abdoreza Fazeli, Siavosh Sadeghi
Format: Article
Language:English
Published: Elsevier 2016-04-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S167477551500133X