Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground-Reference-Cited by-同舟云学术

Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground

Published:2022-07 Issue:7 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nguyen Thanh Son¹,Phan Trung Nghia²,Likitlersuang Suched³^ORCID,Bergado Dennes T.⁴

Affiliation:

1. Postdoctoral Researcher, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

2. Ph.D. Student, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

3. Professor, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand (corresponding author). ORCID: .

4. Emeritus Professor, Dept. of Civil and Infrastructure Engineering, School of Engineering and Technology, Asian Institute of Technology, Pathum Thani 12120, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002444

Reference48 articles.

1. Pair-copula constructions of multiple dependence

2. A new look at the statistical model identification

3. Baecher, G. B., and J. T. Christian. 2003. Reliability and statistics in geotechnical engineering. New York: Wiley.

4. Reliability-based analysis of embankment on soft Bangkok clay

5. Copula-based multivariate input modeling;Biller B.;Surv. Oper. Res. Manage. Sci.,2012

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