Random finite element analysis on uplift bearing capacity and failure mechanisms of square plate anchors in spatially variable clay
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference52 articles.
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4. Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers;Chen;Comput. Geotech.,2021
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