Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils-Reference-Cited by-同舟云学术

Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils

Published:2014-10 Issue: Volume:62 Page:110-117
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Qin Aifang,Sun De’an,Zhang Jiulong

Funder

Innovation Program of Shanghai Municipal Education Commission

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference16 articles.

1. Scott RF. Principles of soil mechanics. Addison Wesley Publishing Company. 1963.

2. Blight GE. Strength and consolidation characteristics of compacted soils. Dissertation, England: University of London; 1961.

3. Consolidation of compacted and unsaturated clays;Barden;Geotechnique,1965

4. One-dimensional consolidation theory: unsaturated soils;Fredlund;Can Geotech J,1979

5. Tan TK. Secondary time effects and consolidation of clays. Publication of the Institute of Civil Engineering and Architecture, Academia Sinica; 1957.

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