Time-dependent compression behaviour of dredged clays at high water contents in China-Reference-Cited by-同舟云学术

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Time-dependent compression behaviour of dredged clays at high water contents in China

Published:2016-04 Issue: Volume:123 Page:320-328
ISSN:0169-1317
Container-title:Applied Clay Science
language:en
Short-container-title:Applied Clay Science

Author:

Zeng Ling-Ling,Hong Zhen-Shun,Cui Yu-Jun

Funder

National Natural Science Foundation of China

National Key Basic Research Program of China (973 Program)

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Geology

Reference44 articles.

1. Swell and compressibility characteristics of sand–bentonite mixtures inundated with liquids;Alawaji;Appl. Clay Sci.,1999

2. Consolidation analysis using the settlement rate–settlement (SRS) method;AL-Zoubi;Appl. Clay Sci.,2010

3. Self-weight consolidation of soft soils: an experimental and theoretical study;Been;Géotechnique,1981

4. Compression and permeability relationships in high water content clays;Berilgen;Appl. Clay Sci.,2006

5. Deep-sea sediment compression curves: some controlling factors, spurious overconsolidation, predictions, and geophysical reproduction;Buchan;Mar. Georesour. Geotechnol.,1999

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