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Bearing Capacity Calculation of Rock Foundation based on Nonlinear Failure Criterion

✍ Scribed by Jing, Tang; Yongbiao, Liu

Book ID
118165169
Publisher
Elsevier
Year
2012
Weight
285 KB
Volume
1
Category
Article
ISSN
2212-6678

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## Abstract The seismic bearing capacity of shallow foundations resting on a modified Hoek–Brown rock mass is investigated within the framework of the kinematic approach of limit analysis theory. The analysis focuses on evaluating the reduction in bearing capacity induced by seismic loading and by