Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis-Reference-Cited by-同舟云学术

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Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis

Published:2019-09 Issue:9 Volume:145 Page:05019006
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chai Jinchun¹,Shrestha Sailesh²,Hino Takenori³

Affiliation:

1. Professor, Faculty of Science and Engineering, Saga Univ., 1 Honjyo, Saga 840-8502, Japan (corresponding author).

2. Lecturer, Faculty of Science and Engineering, Saga Univ., 1 Honjyo, Saga 840-8502, Japan.

3. Professor, Faculty of Science and Engineering, Saga Univ., 1 Honjyo, Saga 840-8502, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002118

Reference24 articles.

1. Deformation Analysis in Soft Ground Improvement

2. Characteristics of clay deposits in Saga Plain, Japan

3. Finite element simulation of an embankment on soft clay—Case study;Chai J.-C.;Comput. Geotech.,2012

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