Creep behaviour of structured clays in triaxial stress space: theory and experimental investigation-Reference-Cited by-同舟云学术

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Creep behaviour of structured clays in triaxial stress space: theory and experimental investigation

Published:2021-12-29 Issue: Volume: Page:1-18
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Le Truong¹^ORCID,Airey David²,Standing Jamie³

Affiliation:

1. Department of Civil and Environmental Engineering, Lecturer at Imperial College London, London, UK

2. School of Civil Engineering, Professor at The University of Sydney, Sydney, Australia

3. Department of Civil and Environmental Engineering, Professor of Ground Engineering at Imperial College London, London, UK

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2021.2014686

Reference68 articles.

1. Mathematical Structure of an Overstress Elasto-Viscoplastic Model for Clay

2. Evaluation of Time-Dependent Behavior of Soils

3. Oedometer test with different specimen heights on a clay exhibiting large secondary compression

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

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Modeling consolidation of soft clay by developing a fractional differential constitutive model in conjunction with an intelligent displacement inversion method;PLOS ONE;2022-09-30

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