Dynamic Centrifuge Tests to Evaluate the Seismic Performance of an Embankment Resting on Liquefiable Ground Improved by Unreinforced and Reinforced Soil

Dynamic Centrifuge Tests to Evaluate the Seismic Performance of an Embankment Resting on Liquefiable Ground Improved by Unreinforced and Reinforced Soil–Cement Columns

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Pourakbar Mehran¹,Khosravi Mohammad²^ORCID,Soroush Abbas³^ORCID,Hung Wen-Yi⁴^ORCID,Hoang Kien Khai⁵,Nabizadeh Ali⁶

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 1591634311, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 1591634311, Iran. ORCID:

4. Professor, Dept. of Civil Engineering, National Central Univ. of Taiwan, Taoyuan City 320317, Taiwan (R.O.C.). ORCID:

5. Graduate Student, Dept. of Civil Engineering, National Central Univ. of Taiwan, Taoyuan City 320317, Taiwan (R.O.C.).

6. Assistant Professor, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Tehran 1678815811, Iran

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002891

Reference50 articles.

1. Foundation Liquefaction Countermeasures for Earth Embankments

2. The effect of underground columns on the mitigation of liquefaction in shaking table model experiments

3. Remediation of liquefaction effects for an embankment using soil-cement walls: Centrifuge and numerical modeling

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

5. Predicting bending failure of CDM columns under embankment loading

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