Shear-Induced Failure and Static Liquefaction in Reinforced Soil and Triaxial Tests
Author:
Affiliation:
1. Research Professor, Reinforced Soil Research Center, Dept. of Civil Engineering, Univ. of Colorado Denver, Denver, CO 80204. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001276
Reference27 articles.
1. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil
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