CORRELATION BETWEEN SOIL LIQUEFACTION DURING EARTHQUAKE AND SHEAR WAVE VELOCITY

Author:

SUZUKI Yasutsugu1,TOKIMATSU Kohji2

Affiliation:

1. Building Structure Group, Kajima Technical Research Institute, Kajima Corp.

2. Dept. of Architecture and Building Engineering, Faculty of Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference25 articles.

1. 3) STOKOE K. H. II. Liquefaction potential of sands from shear wave velocity. Proceedings of 9th World Conference on Earthquake Engineering, 1988. (1988) vol.III, p.213-218.

2. 4) KAYEN R. E. Evaluation of SPT-, CPT-, and shear wave-based methods for liquefaction potential assessment using Loma Prieta data. Proc., 4th Japan-U.S. Workshop on Earthquake Resistant Des. of Lifeline Fac. and Countermeasures for Soil Liquefaction, 1992. National Center for Earthquake Engineering Research. (1992) vol.1, p.177-204.

3. 5) LODGE A. L. Shear wave velocity measurements for subsurface characterization. Ph. D. dissertation, University of Califomia. (1994)

4. 6) ANDRUS R. D. Liquefaction resistance based on shear wave velocity. Proceeding of NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, 1997. National Center for Earthquake Engineering Research. (1997)

5. 8) ROBERTSON P. K. Liquefaction of sands and its evaluation. Proceedings of the First International Conference on Earthquake Geotechnical Engineering, IS-TOKYO '95. (1995) vol.3, p.1253-1289.

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