Review of soil liquefaction characteristics during major earthquakes of the twenty-first century
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology
Link
http://link.springer.com/content/pdf/10.1007/s11069-012-0433-9.pdf
Reference33 articles.
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2. Aydan Ö, Ohta Y, Hamada M (2009) Geotechnical evaluation of slope and ground failures during the 8 October 2005 Muzaffarabad earthquake, Pakistan. J Seismol 13(3):399–413
3. Bhattacharya S, Hyodo M, Goda K, Tazoh T, Taylor CA (2011) Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake. Soil Dyn Earthq Eng 31(11):1618–1628
4. Bian HB, Shahrour I (2009) Numerical model for unsaturated sandy soils under cyclic loading: application to liquefaction. Soil Dyn Earthq Eng 29(2):237–244
5. Cao ZZ, Youd TL, Yuan XM (2011) Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms = 8.0. Soil Dyn Earthq Eng 31(8):1132–1143
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