Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles-Reference-Cited by-同舟云学术

Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles

Published:2018-08 Issue:8 Volume:144 Page:04018050
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

Affiliation:

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

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.1943-5606.0001894

Reference98 articles.

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2. A Study of Anchorages for Transmission Tower Foundations

3. Akbas S. O. and F. H. Kulhawy. 2010. “Model uncertainties in ‘Terzaghi and Peck’ methods for estimating settlement of footings on sand.” In Proc. GeoFlorida: Advances in Analysis Modeling and Design (GSP 199) 2093–2102. Reston VA: ASCE.

4. Statistics for the calculated safety factors of undrained failure slopes

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