Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading-Reference-Cited by-同舟云学术

Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading

Published:2019-09 Issue:9 Volume:145 Page:04019042
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tang Chong¹^ORCID,Phoon Kok-Kwang²,Chen Yit-Jin³

Affiliation:

1. Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Dr. 2, Singapore 117576 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Dr. 2, Singapore 117576.

3. Professor, Dept. of Civil Engineering, Chung Yuan Christian Univ., Chung-Li 32023, Taiwan.

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.1943-5606.0002087

Reference109 articles.

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2. Development and Use of High-Quality Databases of Deep Foundation Load Tests

3. Akbas S. O. 2007. “Deterministic and probabilistic assessment of settlements of shallow foundations in cohesionless soils.” Ph.D. thesis Dept. of Civil Engineering Cornell Univ.

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