Effect of Creep on Shear Modulus of Clays-Reference-Cited by-同舟云学术

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Effect of Creep on Shear Modulus of Clays

Published:1983-10 Issue:10 Volume:109 Page:1217-1232
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:J. Geotech. Engrg.

Author:

Athanasopoulos G. A.,Richart F. E.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281983%29109%3A10%281217%29

Reference18 articles.

1. Time-Dependent Increase in Shear Modulus of Clay

2. Triaxial and Plane Strain Creep Rupture of an Undisturbed Clay

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. References;Seafloor Processes and Geotechnology;2015-11-12

2. Properties of very soft clays: A study of thixotropic hardening and behavior under low consolidation pressure;Soils and Foundations;2012-04

3. Effects of ageing and overconsolidation on the elastic stiffness of a remoulded clay;Geotechnical and Geological Engineering;1993-03

4. Sediment failure on the Korea Plateau slope, East Sea (Sea of Japan);Marine Geology;1991-04

5. Earthquake Effects on Soil-Foundation Systems;Foundation Engineering Handbook;1991

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