Deterministic and Probabilistic Assessment of Liquefaction Hazards Using the Liquefaction Potential Index and Liquefaction Reduction Number-Reference-Cited by-同舟云学术

Deterministic and Probabilistic Assessment of Liquefaction Hazards Using the Liquefaction Potential Index and Liquefaction Reduction Number

Published:2017-10 Issue:10 Volume:143 Page:04017073
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chung Jaewon¹,David Rogers J.²

Affiliation:

1. Technical Researcher, Dept. of Geosciences and Geological and Petroleum Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409.

2. Professor and K.F. Hasselmann Chair in Geological Engineering, Dept. of Geosciences and Geological and Petroleum Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409 (corresponding author).

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.1943-5606.0001772

Reference54 articles.

1. Liquefaction Susceptibility Criteria for Silts and Clays

2. CPT-based liquefaction triggering procedure;Boulanger R. W.;J. Geotech. Geoenviron. Eng.,2016

3. Bray J. D. et al. (2003). “Documenting incidents of ground failure resulting from the August 17 1999 Kocaeli Turkey earthquake.” ⟨http://peer.berkeley.edu⟩ (May 10 2014).

4. Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

5. Liquefaction-induced lateral spreading at Izmit Bay during the Kocaeli (Izmit)-Turkey earthquake;Cetin K. O.;J. Geotech. Geoenviron. Eng.,2004

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