Additional Insight into Generalized Bounding Surface Model for Saturated Cohesive Soils
Author:
Affiliation:
1. Dept. of Civil Engineering, Universidad Militar Nueva Granada, Cajicá 250247, Colombia (corresponding author). ORCID: .
2. Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002012
Reference86 articles.
1. A Time-Dependent Bounding Surface Model for Anisotropic Cohesive Soils
2. Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils
3. Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay
4. Induced anisotropy during plastic straining
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