The deformation and failure of strip footings on anisotropic cohesionless sloping grounds
Author:
Affiliation:
1. James Watt School of Engineering University of Glasgow University Avenue Glasgow G12 8QQ UK
2. Department of Civil and Environmental Engineering Hong Kong University of Science and Technology, Clearwater Bay, Kowloon Hong Kong China
Publisher
Wiley
Subject
Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3212
Reference59 articles.
1. Stress characteristics for shallow footings in cohesionless slopes: Reply
2. Three Dimensional Bearing Capacity Analysis of a Foundation Near a Slope
3. Undrained Bearing Capacity of Strip Footings on Slopes
4. Experimental Study of Anisotropic Shear Strength of Sand by Plane Strain Test
5. Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of Sand
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