CPT-Based Evaluation of Liquefaction Potential Accounting for Soil Spatial Variability at Multiple Scales-Reference-Cited by-同舟云学术

CPT-Based Evaluation of Liquefaction Potential Accounting for Soil Spatial Variability at Multiple Scales

Published:2016-02 Issue:2 Volume:142 Page:04015077
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Qiushi¹,Wang Chaofeng²,Hsein Juang C.³

Affiliation:

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

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

3. Glenn Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

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%29GT.1943-5606.0001402

Reference49 articles.

1. Random porosity fields and their influence on the stability of granular media

2. Liquefaction Resistance of Soils from Shear-Wave Velocity

3. Discussion of “Mapping liquefaction potential considering spatial correlations of CPT measurements” by Chia-Nan Liu and Chien-Hsun Chen;Baise L. G.;J. Geotech. Geoenviron. Eng.,2006

4. Liquefaction Risk Assessment Using Geostatistics to account for Soil Spatial Variability

5. Baker J. W. Seifried A. Andrade J. E. and Chen Q. (2011). “Characterization of random fields at multiple scales: An efficient conditional simulation procedure and applications in geomechanics.” 11th Int. Conf. on Applications of Statistics and Probability in Soil and Structural Engineering (ICASP11) Taylor & Francis London.

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