Liquefaction Resistance Using CPT and Field Case Histories

Author:

Stark Timothy D.,Olson Scott M.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference34 articles.

1. Andrus R. D. and Youd T. L. (1987). “Subsurface investigation of a liquefaction-induced lateral spread Thousand Springs Valley Idaho.” Geotech. Lab. Miscellaneous Paper GL-87-8 U.S. Army Corps. of Engrs. Wtrwy. Experiment Station Vicksburg Miss.

2. Andrus R. D. and Youd T. L. (1989). “Penetration tests in liquefiable gravels.” Proc. 12th Int. Conf. on Soil Mech. and Found. Engrg. A. A. Balkema Rotterdam The Netherlands 679–682.

3. Arulanandan K. Yogachandran C. Meegoda N. J. Ying L. and Zhauji S. (1986). “Comparison of the SPT CPT SV and electrical methods of evaluating earthquake induced liquefaction susceptibility in Ying Kou City during the Haicheng Earthquake.” Proc. Use of In Situ Tests in Geotech. Engrg. Geotech. Spec. Publ. No. 6 ASCE New York N.Y. 389–415.

4. Bennett M. J. (1990). “Ground deformation and liquefaction of soil in the Marina District.” Effects of the Loma Prieta Earthquake on the Marina District San Francisco California; Open File Rep. 90-253 Dept. of the Interior U.S. Geological Survey Denver Colo. 44–79.

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