Seismic Bearing Capacity Factors for Strip Footings on an Embankment by Using Lower-Bound Limit Analysis
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, India (corresponding author).
2. Former Post Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000553
Reference22 articles.
1. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes
2. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil
3. Seismic bearing capacity of soils
4. Seismic Bearing Capacity of Shallow Embedded Foundations on a Sloping Ground Surface
5. Seismic ultimate bearing capacity of strip footings on slope
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