Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon-Reference-Cited by-同舟云学术

Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon

Published:2002-06 Issue:4 Volume:22 Page:309-322
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Kostadinov M.V.,Towhata I.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference15 articles.

1. Detection of soil liquefaction from strong motion records;Kostadinov;Earthquake Engng Struct Dyn,2001

2. Discrimination technique of soil liquefaction by using observed earthquake records;Kyono;J Social Safety Sci,1999

3. Shimizu Y, Watanabe A, Koganemaru K, Nakayama W, Yamazaki F. Super high-density realtime disaster mitigation system. Proceedings of the Twelfth World Conference on Earthquake Engineering. CD-ROM, Paper No. 2345. Auckland, New Zealand, 2000.

4. Simplified procedure for evaluating soil liquefaction potential;Seed;J Soil Mech Found Div, Proc ASCE,1971

5. Carter DP, Seed HB. Liquefaction potential of sand deposits under low levels of excitation. Report No. UCB/EERC-88/11. Berkeley, CA: Earthquake Engineering Research Center, University of California, 1988.

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