Liquefaction caused by the 2009 Olancha, California (USA), M5.2 earthquake-Reference-Cited by-同舟云学术

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Liquefaction caused by the 2009 Olancha, California (USA), M5.2 earthquake

Published:2010-10 Issue:1-2 Volume:116 Page:184-188
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Holzer Thomas L.,Jayko Angela S.,Hauksson Egill,Fletcher Jon P.B.,Noce Thomas E.,Bennett Michael J.,Dietel Christopher M.,Hudnut Kenneth W.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Engineering seismology;Ambraseys;Earthquake Engineering and Structural Dynamics,1988

2. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5 %-damped PSA at spectral periods between 0.01s and 10.0s;Boore;Earthquake Spectra,2008

3. Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential;Cetin;Journal of Geotechnical and Geoenvironmental Engineering,2004

4. Earthquake history, 1769-1989;Ellsworth,1990

5. New empirical relationships between magnitude and distance for liquefaction;Galli;Tectonophysics,2000

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2. Quantifying reliability of liquefaction severity map developed from sparse cone penetration tests;Canadian Geotechnical Journal;2023-05-01

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4. Seismic analysis of Souk Tlata dam behaviour using finite element simulation;Journal of Building Materials and Structures;2022-02-17

5. Using paleo-liquefaction features to determine the likely source, magnitude and ground accelerations of pre-historic earthquakes in the Kashmir Basin (Northwestern Himalaya), India;Engineering Geology;2021-11

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