Simplified model of defective pile-soil interaction considering three-dimensional effect and application to integrity testing
Author:
Funder
China Scholarship Council
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference58 articles.
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5. Quasi-static interaction between pipe piles and multilayered saturated soft soils with a fractional viscoelastic model;Ai;Acta Geotech.,2020
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