Effect of loading duration on uncertainty in creep analysis of clay
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, Faculty of Science and Technology; University of Macau; Macau China
2. School of Civil Engineering; Shandong Jianzhu University; Jinan City Shandong China
Funder
University of Macau Research Fund
Macau Science and Technology Development Fund
Publisher
Wiley
Subject
Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics
Reference45 articles.
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3. The consolidation of soils exhibiting creep under constant effective stress;Garlanger;Géotechnique,1972
4. Large-strain elastic visco-plastic consolidation analysis of very soft clay layers with vertical drains under preloading;Hu;Can Geotech J,2014
5. Stress-strain-strain rate relationship for the compressibility of sensitive natural clays;Leroueil;Géotechnique,1985
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