Bearing capacity of non-associative coaxial granular materials by upper bound limit analysis and finite elements
Author:
Affiliation:
1. School of Engineering #1, Shiraz University, Shiraz, Iran
2. Department of Civil Engineering, University of Guilan, Rasht, Iran
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2016.1189600
Reference66 articles.
1. Plastic deformation and failure in granular media
2. A comprehensive review of strain localization in elastoplastic soils
3. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil
4. The strength and dilatancy of sands
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