Evaluation of Cement Column for Increasing Stability of Embankment on Silty Clay During Earthquakes-Reference-Cited by-同舟云学术

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Evaluation of Cement Column for Increasing Stability of Embankment on Silty Clay During Earthquakes

Published:2004-06 Issue:3 Volume:44 Page:133-138
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Yasuhara Kazuya,Murakami Satoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference12 articles.

1. Behavior of a fine-grained soil during the Loma Prieta earthquake;Boulanger;Canadian Geotech. J,1989

2. Liquefaction and soil failure during the Northridge earthquake;Holtzer;J. Geotechnical and Geoenvironmental Engrg,1999

3. One-dimensional soil response analysis during earthquakes based on effective stress method;Ishihara;J. of the Faculty of Engineering,1980

4. Slope failures associated with the Saguenay earthquake, Quebec, Canada;Lefebrre;Canadian Geotechnical Journal,1992

5. Investigation on seismic stability of embankment founded on cohesive soils;Matsuo;J. Civil Eng. Techniques,1997

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