Seismic Performance of an Embankment Underlain by a Liquefiable Layer and Supported by Spatially Variable Soil-Cement Wall-Reference-Cited by-同舟云学术

Seismic Performance of an Embankment Underlain by a Liquefiable Layer and Supported by Spatially Variable Soil-Cement Wall

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zaregarizi Shahabeddin¹^ORCID,Khosravi Mohammad²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

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.1943-5606.0002895

Reference42 articles.

1. Al-Naqshbandi M. S. N. Bergman and S. Larsson. 2012. “Effect of spatial variability of the strength properties in lime-cement columns on embankment stability.” In Vol. 228 of Proc. Int. Conf. on Grouting and Deep Mixing 231–242. Reston VA: ASCE.

2. Armstrong R. J. and R. W. Boulanger. 2015. “Numerical simulation of liquefaction effects on piled bridge abutments.” In Proc. 6th Int. Conf. on Earthquake Geotechnical Engineering. London UK: International Society for Soil Mechanics and Geotechnical Engineering.

3. Bergman N. 2012. “Characterization of strength variability for reliability-based design of lime-cement columns.” Licentiate thesis Dept. of Civil and Architectural Engineering Royal Institute of Technology Stockholm.

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

5. Nonlinear deformation analyses of an embankment dam on a spatially variable liquefiable deposit

Cited by 2 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. Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil;Canadian Geotechnical Journal;2023-12-11

2. Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments;Journal of Rock Mechanics and Geotechnical Engineering;2023-09