Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils
Author:
Affiliation:
1. Member, ASCE
2. Fellow, ASCE
3. Prof., Brigham Young Univ., Provo, UT 84602.
4. Prof., Univ. of California at Davis, Davis, CA 95616.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A4%28297%29
Reference60 articles.
1. Ambraseys N. N. ( 1988). “Engineering seismology.” Earthquake Engrg. and Struct. Dynamics 17 1–105.
2. Andrus R. D. and Stokoe K. H. II. ( 1997). “Liquefaction resistance based on shear wave velocity.” Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils Nat. Ctr. for Earthquake Engrg. Res. State Univ. of New York at Buffalo 89–128.
3. Liquefaction Resistance of Soils from Shear-Wave Velocity
4. Magnitude Scaling Factors for Soil Liquefaction Evaluations
5. ASTM. ( 2000). “Annual book of ASTM standards.” 04.08 D 1586-99 West Conshohocken Pa.
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