Undrained cyclic behavior of overconsolidated marine soft clay under a traffic-load-induced stress path
Author:
Affiliation:
1. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou, P. R. China
2. Oufei Development and Construction Investment Group Co. Ltd., Wenzhou, China
3. Oufei Economic development and Investment Co. Ltd., Wenzhou, China
Funder
National Natural Science Foundation of China
Natural Science Foundation of Zhejiang Province
Publisher
Informa UK Limited
Subject
Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography
Link
https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1355343
Reference33 articles.
1. Drained and Undrained Analysis for Foundations Based on Triaxial Tests
2. Permanent deformation characteristics of saturated sand under cyclic loading
3. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements
4. Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations
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