Development and Implementation of Semiempirical Framework for Modeling Postliquefaction Shear Deformation Accumulation in Sands-Reference-Cited by-同舟云学术

Development and Implementation of Semiempirical Framework for Modeling Postliquefaction Shear Deformation Accumulation in Sands

Published:2020-01 Issue:1 Volume:146 Page:04019120
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tasiopoulou Panagiota¹^ORCID,Ziotopoulou Katerina²,Humire Francisco³,Giannakou Amalia⁴^ORCID,Chacko Jacob⁴^ORCID,Travasarou Thaleia⁵

Affiliation:

1. Geotechnical Engineer, GR8 GEO, 79 Dimitrakopoulou St., Athens 11741, Greece (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis 95616, CA.

3. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis 95616, CA.

4. Principal Engineer, GR8 GEO, 79 Dimitrakopoulou St., Athens 11741, Greece. ORCID:

5. Principal Engineer, Fugro, 1777 Botelho Dr., Suite 262, Walnut Creek, CA 94596.

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.1943-5606.0002179

Reference73 articles.

1. Andrus R. D. and K. H. Stokoe II. 1997. “Liquefaction resistance based on shear wave velocity.” In Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils National Center for Earthquake Engineering Research 89–128. Buffalo NY: State Univ. of New York.

2. Empirical Prediction of Liquefaction-Induced Lateral Spread

3. Beaty M. and P. M. Byrne. 1998. “An effective stress model for predicting liquefaction behavior of sand.” In Proc. Specialty Conf. Geotechnical Earthquake Engineering and Soil Dynamics 766–777. Reston VA: ASCE.

4. A state parameter for sands

5. The strength and dilatancy of sands

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