Analytical solution for the consolidation of unsaturated vertical drain foundation under depth‐dependent initial conditions-Reference-Cited by-同舟云学术

Analytical solution for the consolidation of unsaturated vertical drain foundation under depth‐dependent initial conditions

Published:2022-07-18 Issue:14 Volume:46 Page:2754-2769
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Zhou Tong¹,Li Tianyi¹^ORCID,Wang Lei¹^ORCID,Wen Minjie²^ORCID,Chen Yang³

Affiliation:

1. School of Urban Railway Transportation Shanghai University of Engineering Science Shanghai201620 China

2. School of Civil Engineering and Architecture Zhejiang Sci‐Tech University Hangzhou Zhejiang310018 China

3. Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure Department of Civil Engineering Shanghai Jiao Tong University Shanghai200030 China

Funder

National Natural Science Foundation of China

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.3425

Reference39 articles.

1. Consolidation of Fine-Grained Soils by Drain Wells by Drain Wells

2. Analytical Solutions to the Axisymmetrical Consolidation of Unsaturated Soils

3. Investigation of Factors Affecting Vertical Drain Behavior

4. HansboS.Consolidation of fine‐grained soils by prefabricated drains.InProc. of. the. 10th ICSMFE. 1980:677‐682.

5. Consolidation theories for drain wells under equal strain condition;Xie KH;Chin J Geotech Eng,1989

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