A Centrifuge Study of the Influence of Dense Granular Columns on the Performance of Gently Sloping Liquefiable Sites

Author:

Badanagki Mahir,Dashti Shideh,Kirkwood Peter

Publisher

American Society of Civil Engineers

Reference14 articles.

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

2. A Report of the Turkey–US Geotechnical Earthquake Engineering Reconnaissance Team;Ansal A.,1999

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

4. Preliminary Investigation Rep.;Bardet J.P.,1995

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2. Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block;Journal of Geotechnical and Geoenvironmental Engineering;2023-09

3. A Probabilistic Predictive Model for Foundation Settlement on Liquefiable Soils Improved with Ground Densification;Journal of Geotechnical and Geoenvironmental Engineering;2022-05

4. Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures;Journal of Geotechnical and Geoenvironmental Engineering;2022-01

5. Performance-Based Assessment and Design of Structures on Liquefiable Soils: From Triggering to Consequence and Mitigation;Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022);2022

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