Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils-Reference-Cited by-同舟云学术

Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ruttithivaphanich Pitak¹^ORCID,Sasanakul Inthuorn²

Affiliation:

1. Geotechnical Engineer, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10947

Reference59 articles.

1. Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation

2. Use of viscous pore fluids in dynamic centrifuge modelling

3. Andrews D. C. and G. R. Martin. 2000. “Criteria for liquefaction of silty soils.” In Proc. 12th World Conf. on Earthquake Engineering 1–8. Upper Hutt New Zealand: NZ Society for EQ Engineering.

4. Andrus R. D. 1994. “In situ characterization of gravelly soils that liquefied in the 1983 Borah Peak earthquake.” Doctoral dissertation Dept. of Civil Architectural and Environmental Engineering Univ. of Texas at Austin.

5. Centrifuge Tests on Comixing of Mine Tailings and Waste Rock

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