Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake-Reference-Cited by-同舟云学术

Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake

Published:2020-06 Issue:6 Volume:146 Page:04020038
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,Amoroso Sara²^ORCID,Milana Giuliano³,Minarelli Luca⁴^ORCID,Vassallo Maurizio⁵,Di Giulio Giuseppe⁵

Affiliation:

1. Professor, Dept. of Civil Environmental Engineering, Brigham Young Univ., 368 CB, Provo, UT 84602 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Engineering and Geology, Univ. of Chieti-Pescara, Viale Pindaro, 42, 65129 Pescara, Italy; Researcher, Roma 1 Section, Istituto Nazionale di Geofisica e Vulcanologia, Viale Crispi, 43, 67100 L’Aquila, Italy. ORCID: .

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

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

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

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.1943-5606.0002252

Reference59 articles.

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

2. Liquefaction Resistance of Soils from Shear-Wave Velocity

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

4. H/V ratio: a tool for site effects evaluation. Results from 1-D noise simulations

5. Applicability and reliability of CYY formula based on Chinese dynamic penetration test for liquefaction evaluation of gravelly soils;Cao Z.;Chin. J. Geotech. Eng.,2019

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