One‐dimensional self‐weight consolidation with continuous drainage boundary conditions: Solution and application to clay‐drain reclamation-Reference-Cited by-同舟云学术

One‐dimensional self‐weight consolidation with continuous drainage boundary conditions: Solution and application to clay‐drain reclamation

Published:2019-03-18 Issue:8 Volume:43 Page:1634-1652
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Feng Jianxue¹,Ni Pengpeng²³^ORCID,Mei Guoxiong¹

Affiliation:

1. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and ArchitectureGuangxi University Nanning China

2. School of Civil EngineeringSun Yat‐sen University Zhuhai China

3. School of Civil and Environmental EngineeringNanyang Technological University Singapore Singapore

Funder

National Natural Science Foundation of China

Ministry of Education of the People's Republic of China

Natural Science Foundation of Guangxi Province

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.2928

Reference54 articles.

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

2. Evaluation of overconsolidation ratios from laboratory and in situ tests on Busan clay

3. The theory of one-dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers

4. Equations 1965 Kajima Institute Publishing Co. Ltd Tokyo Japan M Mikasa The consolidation of soft clay—a new consolidation theory and its application 21 26

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