Uplift Capacity of Anchors in Layered Sand Using Finite-Element Limit Analysis: Formulation and Results
Author:
Affiliation:
1. Assistant Professor, Civil Engineering Dept., Indian Institute of Technology, Kharagpur 721302, India.
2. Professor, Civil Engineering Dept., Indian Institute of Science, Bangalore 560012, India (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000560
Reference34 articles.
1. Finite Element Analyses Applied in Design of Foundations and Anchors for Offshore Structures
2. The strength and dilatancy of sands
3. Finite element method and limit analysis theory for soil mechanics problems
4. Uplift capacity of plate anchors buried in a two-layered sand
5. Breakout resistance of shallow horizontal anchors;Das B. M.;J. Geotech. Engrg. Div.,1975
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