Implementation of a new liquefaction potential assessment linking SPT and V<sub>s</sub> data to address soil density and fabric effect

Author:

Lau Kwok-Kwan1,Kiyota Takashi1,Shiga Masataka2

Affiliation:

1. The University of Tokyo

2. Nagaoka University of Technology

Publisher

The Japanese Geotechnical Society

Reference26 articles.

1. 1) Andrus, R. D., Piratheepan, P., Ellis, B. S., Zhang, J., & Hsein Juang, C. (2004). Comparing liquefaction evaluation methods using penetration-VS relationships. Soil Dynamics and Earthquake Engineering, 24(9–10), 713–721.

2. 2) Andrus, R. D., & Stokoe, K. H. I. (2000). Liquefaction Resistance of Soils from Shear-Wave Velocity. Journal of Geotechnical and Geoenvironmental Engineering, 126(11), 1015–1025.

3. 3) Architectural Institute of Japan. (2019). Recommendations for Design of Building Foundation (in Japanese).

4. 4) ASTM International. (2011). D1586-11, Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.

5. 5) Idriss, I. M., & Boulanger, R. W. (2010). SPT-based Liquefaction Triggering Procedures. Center for Geotechnical Modeling, University of California, Davis, CA.

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