Considerations for the Mitigation of Earthquake-Induced Soil Liquefaction in Urban Environments-Reference-Cited by-同舟云学术

Considerations for the Mitigation of Earthquake-Induced Soil Liquefaction in Urban Environments

Published:2018-10 Issue:10 Volume:144 Page:04018069
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kirkwood Peter¹,Dashti Shideh²

Affiliation:

1. Research Associate, 1111 Engineering Dr., UCB 428, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309.

2. Associate Professor, 1111 Engineering Dr., UCB 428, ECOT 514, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309 (corresponding author).

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.1943-5606.0001936

Reference34 articles.

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

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

3. Chen Z. et al. 2010. “Seismic performance assessment in dense urban environments: Evaluation of nonlinear building-foundation systems using centrifuge tests.” In Proc. 5th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics San Diego.

4. Cubrinovski M. 2013. “Liquefaction-induced damage in the 2010-2011 Christchurch (New Zealand) earthquakes.” In Proc. 7th Int. Conf. on Case Histories in Geotechnical Engineering Chicago.

5. Centrifuge Testing to Evaluate and Mitigate Liquefaction-Induced Building Settlement Mechanisms

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