A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils-Reference-Cited by-同舟云学术

A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils

Published:2021-12 Issue:12 Volume:147 Page:04021141
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rollins Kyle M.¹^ORCID,Roy Jashod²,Athanasopoulos-Zekkos Adda³,Zekkos Dimitrios⁴^ORCID,Amoroso Sara⁵,Cao Zhenzhong⁶

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 430 Engineering Bldg., Provo, UT 84602 (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 430 Engineering Bldg., Provo, UT 84602.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of California, Berkeley, 760 Davis Hall, Berkeley 94720-1710, CA.

4. Associate Professor, Dept. of Civil Engineering, Univ. of California, Berkeley, 760 Davis Hall, Berkeley 94720-1710, CA. ORCID: .

5. Associate Professor, Dept. of Engineering and Geology, Univ. of Chieti-Pescara, Viale Pindaro, 42, Pescara 65129, Italy.

6. Professor, Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin Univ. of Technology, Guilin 541004, China.

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.1943-5606.0002686

Reference62 articles.

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

2. Athanasopoulos-Zekkos A. D. Zekkos K. M. Rollins J. Hubler J. Higbee and A. Platis. 2019. “Earthquake performance and characterization of gravel-size earthfills in the ports of Cephalonia Greece following the 2014 Earthquakes.” In Proc. 7th Int. Conf. on Earthquake Geotechnical Engineering: Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions edited by F. Silvestri and N. Moraci 1212–1219. Rome: Associazione Geotecnica Italiana.

3. Baratta, M. 1910. La Catastrofe Sismica Calabro-Messinese (28 dicembre 1908). Roma: Società Geografica Italiana.

4. Soil Liquefaction, Landslides, and Subsidences

5. Ground motion prediction equations derived from the Italian strong motion database

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A New Shear Wave Velocity-Based Liquefaction Probability Model Using Logistic Regression: Emphasizing Fines Content Optimization;Applied Sciences;2024-08-04

2. Liquefaction at two petrochemical facilities during the February 6, 2023, Kahramanmaras-Turkiye earthquake sequence;Engineering Geology;2024-06

3. Elastoplastic constitutive model of gravelly soil and its validation through numerical analysis of the Kobe Port Island liquefaction;Computers and Geotechnics;2024-05

4. Liquefaction phenomena following the February 6th, 2023, Turkiye earthquakes: observation and lessons;Natural Hazards;2024-04-30

5. Evaluation and analysis of liquefaction potential of gravelly soils using explainable probabilistic machine learning model;Computers and Geotechnics;2024-03