Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns-Reference-Cited by-同舟云学术

Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns

Published:2021-10 Issue:10 Volume:147 Page:04021100
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Carlos Tiznado Juan¹,Dashti Shideh²^ORCID,Ledezma Christian³^ORCID

Affiliation:

1. Assistant Professor, 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. 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.1943-5606.0002609

Reference56 articles.

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

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

3. Alexander G. J. J. Arefi L. M. Wotherspoon A. C. Stolte B. R. Cox R. A. Green and C. M. Wood. 2019. “A case study of stone column ground improvement performance during a sequence of seismic events.” In Proc. 7th Int. Conf. on Earthquake Geotechnical Engineering (7ICEGE). London: CRC Press.

4. Arefi J. G. Alexander G. Martin and L. Wotherspoon. 2019. “Lessons learned and need for appropriate philosophy for the design of stone column ground improvement under seismic scenarios.” In Proc. 11th Pacific Conf. on Earthquake Engineering. Wellington New Zealand: New Zealand Society for Earthquake Engineering.

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

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