Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability-Reference-Cited by-同舟云学术

Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability

Published:2021-04 Issue:4 Volume:147 Page:04021009
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^ORCID,Coldwell Eddie³^ORCID,Montgomery Jack⁴^ORCID

Affiliation:

1. Graduate Student, 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. ORCID:

3. Graduate Student, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. ORCID:

4. Assistant Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849. ORCID:

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.1943-5606.0002488

Reference49 articles.

1. Al-Naqshabandy M. S. N. Bergman and S. Larsson. 2012. “Effect of spatial variability of the strength properties in lime-cement columns on embankment stability.” In Proc. 4th Int. Conf. on Grout and Deep Mixing 231–242. Reston VA: ASCE. https://doi.org/10.1061/9780784412350.0009.

2. Barron R. F. C. Kramer W. A. Herlache J. Wright H. Fung and C. Liu. 2006. “Cement deep soil mixing remediation of Sunset North Basin Dam.” In Proc. Annual Conf. of State Dam Safety 181–199. Lexington KY: Association of State Dam Safety Officials.

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

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

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