One-Dimensional Consolidation Properties of Soft Clay under Multi-Stage Loading
Author:
Affiliation:
1. School of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China
2. School of Transportation, Southeast University, Nanjing 211189, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
MDPI AG
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Link
https://www.mdpi.com/2076-3417/13/18/10340/pdf
Reference31 articles.
1. Consolidation and Settlement of Soft Clay;Balasubramaniam;Dev. Geotech. Eng.,1981
2. Winterkorn, H.F., and Fang, H.Y. (1991). Foundation Engineering Handbook, Springer.
3. Consolidation and creep behaviors of two typical marine clays in China;Jiang;China Ocean Eng.,2014
4. Effect of Quaternary transgression and regression on the engineering properties of Shanghai soft clays;Ye;Eng. Geol.,2018
5. Property Correlations and Statistical Variations in the Geotechnical Properties of (CH) Clay Soils;Mohammed;Geotech. Geol Eng.,2017
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