A Probabilistic Predictive Model for Foundation Settlement on Liquefiable Soils Improved with Ground Densification-Reference-Cited by-同舟云学术

A Probabilistic Predictive Model for Foundation Settlement on Liquefiable Soils Improved with Ground Densification

Published:2022-05 Issue:5 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hwang Yu-Wei¹^ORCID,Bullock Zach²,Dashti Shideh³^ORCID,Liel Abbie⁴

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas, Austin, TX 78712. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6150 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4.

3. Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr., Campus Box 428, Boulder, CO 80309 (corresponding author). ORCID: .

4. Professor, 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

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002768

Reference58 articles.

1. Badanagki M. 2019. “Influence of dense granular columns on the seismic performance of level and gently sloped liquefiable sites.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Colorado Boulder.

2. Bardet J. P. Q. Huang and S. W. Chi. 1993. “Numerical prediction for model no 1.” In Proc. Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems edited by K. Arulanandan and R. F. Scott 67–86. Rotterdam Netherlands: A.A. Balkema.

3. Liquefaction Effects on Buildings in the Central Business District of Christchurch

4. 6th Ishihara lecture: Simplified procedure for estimating liquefaction-induced building settlement

5. Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

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