Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils-Reference-Cited by-同舟云学术

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Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils

Published:2017-03 Issue: Volume:83 Page:30-39
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Wang Lei,Sun De’an,Li Peichao,Xie Yi

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Theoretical soil mechanics;Terzaghi,1943

2. Result of long duration settlement tests;Buisman,1936

3. Consolidation of Mexico city volcanic clay;Zeevaert,1958

4. Time effects in the consolidation of clays;Leonards,1960

5. Theory of viscoelasticity;Christensen,1982

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