Cyclic Soil Data for Design of Gravity Structures-Reference-Cited by-同舟云学术

Cyclic Soil Data for Design of Gravity Structures

Published:1988-05 Issue:5 Volume:114 Page:517-539
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:Journal of Geotechnical Engineering

Author:

Andersen Knut H.,Kleven Arne,Heien Dag

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%281988%29114%3A5%28517%29

Reference15 articles.

1. Andersen K. H. (1983a). “Strength and deformation properties of clay subjected to cyclic loading.” Report 52412‐8 Norwegian Geotechnical Institute Oslo Norway.

2. Andersen K. H. (1983b). “Foundation analyses for gravity platforms—stability soil stiffness and settlements.” Report 51500‐1 Norwegian Geotechnical Institute Oslo Norway.

3. Andersen K. H. and Aas P. M. (1980). “Foundation performance.” Proc. Shell Brent B Instrumentation Project Seminar . London U.K. Society for Underwater Technology London U.K. 57–74.

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