First-Order Reliability Method for Probabilistic Liquefaction Triggering Analysis Using CPT-Reference-Cited by-同舟云学术

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First-Order Reliability Method for Probabilistic Liquefaction Triggering Analysis Using CPT

Published:2006-03 Issue:3 Volume:132 Page:337-350
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Juang C. Hsein¹²³,Fang Sunny Ye¹²³,Khor Eng Hui¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

3. Technical Staff, ANSYS, Inc., Probabilistic Design and Optimization Group, Southpointe, 275 Technology Dr., Canonsburg, PA 15317.

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%282006%29132%3A3%28337%29

Reference35 articles.

1. Comparing liquefaction evaluation methods using penetration-VS relationships

2. Liquefaction Resistance of Soils from Shear-Wave Velocity

3. Guide for Shear-Wave-Based Liquefaction Potential Evaluation

4. Baez J. I. Martin G. R. and Youd T. L. (2000). “Comparison of SPT-CPT liquefaction evaluations and CPT interpretations.” Geotechnical Special Publication No. 97 Innovations and applications in Geotechnical Site Characterization P. W. Mayne and R. Hryciw eds. ASCE Reston Va. 17–32.

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