In-Ground Gravel–Rubber Panel Walls to Mitigate and Base Isolate Shallow-Founded Structures on Liquefiable Ground-Reference-Cited by-同舟云学术

In-Ground Gravel–Rubber Panel Walls to Mitigate and Base Isolate Shallow-Founded Structures on Liquefiable Ground

Published:2020-09 Issue:9 Volume:146 Page:04020087
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Paramasivam Balaji¹,Dashti Shideh²^ORCID,Liel Abbie B.³

Affiliation:

1. Senior Staff Engineer, Fugro, 1777 Botelho Dr., Suite 262, Walnut Creek CA, 94596.

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

3. Associate 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002310

Reference17 articles.

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

2. Settlement, Sliding, and Liquefaction Remediation of Layered Soil

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

4. Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil

5. Hausler E. A. 2002. “Influence of ground improvement on settlement and liquefaction: A study based on field case history evidence and dynamic geotechnical centrifuge tests.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of California Berkeley.

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