Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites-Reference-Cited by-同舟云学术

Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites

Published:2018-09 Issue:9 Volume:144 Page:04018065
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Badanagki Mahir¹,Dashti Shideh²,Kirkwood Peter³

Affiliation:

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

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

3. Research Associate, 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.1943-5606.0001937

Reference29 articles.

1. Adalier K. 1996. “Mitigation of earthquake induced liquefaction hazards.” Ph.D. thesis Dept. of Civil Engineering Rensselaer Polytechnic Institute 659.

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

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

4. Baez J. I. 1995. “A design model for the reduction of soil liquefaction by vibro-stone columns.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of Southern California.

5. Baez J. I. 1996. “Seismic ground improvement for bridge sites.” In Proc. 4th CALTRANS Seismic Research Workshop. Sacramento CA: California Dept. of Transportation Engineering Service Center.

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