Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading-Reference-Cited by-同舟云学术

Elastoviscoplastic modelling with distorted isotaches and swelling for constant strain rate and incremental loading

Published:2021-06-18 Issue:13 Volume:45 Page:1920-1933
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:International Journal for Numerical and Analytical Methods in Geomechanics

Author:

Vergote Thomas A.¹²³^ORCID,Leung C. F.¹,Chian S. C.¹

Affiliation:

1. Department of Civil and Environmental Engineering National University of Singapore Singapore Singapore

2. ALD‐EDT DEME Group Zwijndrecht Belgium

3. Inferensics Zwevegem Belgium

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3248

Reference32 articles.

1. MesriG FengTW.Surcharging to reduce secondary settlements. In:Proceedings of the International Conference on Geotechnical Engineering for Coastal Development Theory to Practice Yokohama Japan.1991;359–364.

2. Cα/Cc Concept and K0 During Secondary Compression

3. ŠukljeL.The analysis of the consolidation process by the isotaches method. In:Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering.1957:201–206.

4. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

5. Tenth Canadian Geotechnical Colloquium: Recent developments in consolidation of natural clays

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