Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments-Reference-Cited by-同舟云学术

Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments

Published:2020-09 Issue:9 Volume:146 Page:04020073
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tiznado Juan Carlos¹,Dashti Shideh²^ORCID,Ledezma Christian³,Wham Brad P.⁴^ORCID,Badanagki Mahir⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309; Ph.D. Candidate, Dept. of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago 7820436, Chile.

2. Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago 7820436, Chile.

4. Research Assistant Professor, Center for Infrastructure, Energy, and Space Testing, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309. ORCID: .

5. Graduate Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309.

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.1943-5606.0002309

Reference61 articles.

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2. Mitigation of liquefaction and associated ground deformations by stone columns

3. Stone columns as liquefaction countermeasure in non-plastic silty soils

4. Andrews D. C. A. 1998 “Liquefaction of silty soils: Susceptibility deformation and remediation.” Ph.D. dissertation Dept. of Civil Engineering Univ. of Southern California.

5. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques

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