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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2016-04-01
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Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S167477551500133X |