A Liquefaction Triggering Surface for Ottawa F65 Sand: Cyclic DSS Results and PM4Sand Calibration
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA.
2. Haley & Aldrich, Seattle, WA.
3. Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485316.035
Reference10 articles.
1. The strength and dilatancy of sands
2. Grain Size Analysis and Maximum and Minimum Dry Density Testing of Ottawa F-65 Sand for LEAP-UCD-2017
3. Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests
4. Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation
5. Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests
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