CPT-Based Probabilistic Soil Characterization and Classification-Reference-Cited by-同舟云学术

CPT-Based Probabilistic Soil Characterization and Classification

Published:2009-01 Issue:1 Volume:135 Page:84-107
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cetin K. Onder¹²,Ozan Cem¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey.

2. Geomechanics Specialist, GeoMechanics Int., Inc. Houston, TX; formerly, Graduate Student, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332.

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%282009%29135%3A1%2884%29

Reference41 articles.

1. ASTM. (2000). “Standard practice for determining the normalized penetration resistance of sands for evaluation of liquefaction potential.” D 6066-96 West Conshohocken Pa.

2. Consolidation After Undrained Piezocone Penetration. II: Interpretation

3. Campanella R. G. Robertson P. K. and Gillespie D. (1986). “A seismic cone penetrometer for offshore applications.” Proc. Oceanology Int. ’86 international conference: Advances in Underwater Technology Ocean Science and Offshore Engineering Vol. 6 Chap. 51.

4. Cetin K. O. (2000). “Reliability-based assessment of seismic soil liquefaction initiation hazard.” Ph.D. thesis Univ. of California Berkeley Calif.

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