Distribution and characteristics of gravelly soil liquefaction in the Wenchuan M s 8.0 earthquake

Author:

Cao Zhenzhong,Hou Longqing,Xu Hongmei,Yuan Xiaoming

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Alex Sy, Campanella RG and Stewart RA (1995), “BPT-SPT Correlations for Evaluation of Liquefaction Resistance in Gravelly Soils,” ASCE National Convention, Session on Dynamic Properties of Gravelly Soils, San Diego, California.

2. Andrus RD (1994). “In-situ Characterization of Gravelly Soils That Liquefied in the 1983 Borah Peak Earthquake,” Ph.D. Dissertation, University of Texas at Austin.

3. Chen LW, Yuan XM, Cao ZZ, et al. (2009), “Liquefaction Macrophenomena in the Great Wenchuan Earthquake,” Earthquake Engineering and Engineering Vibration, 8(2): 216–229.

4. Evans MD, Seed HB and Seed RB (1992), “Membrane Compliance and Liquefaction of Sluiced Gravel Specimens,” Journal of Geotechnical Engineering, 118(6):856–872.

5. Evans MD and Zhou Shengping (1995), “Liquefaction Behavior of Sand-gravel Composites,” Journal of Geotechnical Engineering, 121(3): 287–298.

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