Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model-Reference-Cited by-同舟云学术

Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model

Published:2021-06-18 Issue:13 Volume:45 Page:1949-1971
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:

Tian Yi¹²,Wu Wenbing¹²³⁴⁵,Wen Minjie³,Jiang Guosheng¹,El Naggar M. Hesham¹⁵,Mei Guoxiong¹⁴

Affiliation:

1. Engineering Research Centre of Rock‐Soil Drilling & Excavation and Protection Ministry of Education Faculty of Engineering China University of Geosciences Wuhan Hubei China

2. Zhejiang Institute China University of Geosciences Hangzhou Zhejiang China

3. Research Center of Coastal Urban Geotechnical Engineering Zhejiang University Hangzhou China

4. Guangxi Key Laboratory of Disaster Prevention and Structural Safety College of Civil Engineering and Architecture Guangxi University Nanning Guangxi China

5. Geotechnical Research Centre Department of Civil and Environmental Engineering Western University London Ontario Canada

Funder

National Natural Science Foundation of China

Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety

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.3250

Reference32 articles.

1. Undrained behavior of natural marine clay under cyclic loading

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5. Vacuum preloading method for land reclamation using hydraulic filled slurry from the sea: A case study in coastal China

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