A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils-Reference-Cited by-同舟云学术

A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils

Published:2022-06 Issue:6 Volume:148 Page:
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 Dimitrios³,Amoroso Sara⁴^ORCID,Cao Zhenzhong⁵,Milana Giuliano⁶,Vassallo Maurizio⁷,Di Giulio Giuseppe⁷

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. Associate Professor, Dept. of Civil Engineering, Univ. of California, Berkeley, CA 94720.

4. Associate Professor, Dept. of Engineering and Geology, Univ. of Chieti-Pescara, Viale Pindaro, 42, Pescara 65129, Italy; Researcher, Roma 1 Section, Istituto Nazionale di Geofisica e Vulcanologia, Viale Crispi, 42, L’Aquila 67100, Italy. ORCID: .

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

6. Technologist, Roma 1 Section, Istituto Nazionale di Geofisica e Vulcanologia, Via di Vigna Murata, 605, Rome 00143, Italy.

7. Researcher, Roma 1 Section, Istituto Nazionale di Geofisica e Vulcanologia, Viale Crispi, 43, L’Aquila 67100, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002784

Reference79 articles.

1. Amoroso S. et al. 2021. “Liquefaction field reconnaissance following the 29th December 2020 Mw6.4 Petrinja earthquake (Croatia).” In Proc. EGU General Assembly Conf. Abstracts 2021.

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

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. S-wave velocity profiling by joint inversion of microtremor dispersion curve and horizontal-to-vertical (H/V) spectrum;Arai H.;Bull. Seismol. Soc. Am.,2005

5. Athanasopoulos-Zekkos A. D. Zekkos K. M. Rollins J. Hubler J. Higbee and A. Platis. 2019. “Earthquake performance and characterization of gravel-size earth fills in the ports of Cephalonia Greece following the 2014 earthquakes.” In Proc. Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions Proc. 7th Intl. Conf. on Earthquake Geotechnical Engineering 1212–1219. London: Taylor & Francis Group.

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. Prediction of liquefaction of gravelly soils based on a cost-sensitive Bayesian network combined with rough set weighting;Gondwana Research;2024-07

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

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

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