Evaluation of Model Factors for Barrette Piles Based on CYCU/Barrette/64-Reference-Cited by-同舟云学术

Evaluation of Model Factors for Barrette Piles Based on CYCU/Barrette/64

Published:2024-03 Issue:1 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Laveti Suneelkumar¹^ORCID,Chen Yit-Jin²^ORCID,Phoon Kok-Kwang³^ORCID,Topacio Anjerick⁴^ORCID

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Chung Yuan Christian Univ., Taoyuan 320314, Taiwan. ORCID: .

2. Professor, Dept. of Civil Engineering, Chung Yuan Christian Univ., Taoyuan 320314, Taiwan (corresponding author). ORCID: .

3. Professor, Information Systems Technology and Design/Architecture and Sustainable Design, Singapore Univ. of Technology and Design, Singapore 487372, Singapore. ORCID: .

4. Geotechnical Engineer, Moh and Associates, Inc., Taoyuan 221411, Taiwan. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1147

Reference116 articles.

1. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. Asia World Engineering & Construction Co. 2010. CP3 & CP4 pile load test report for project CA441A Taipei main station specific area. Taipei City Taiwan: Taiwan Test Report.

3. Caquot A. and J. Kérisel. 1953. “Sur le terme de surface dans le calcul des foundations en milieu pulvérulent.” In Proc. 3rd Int. Conf. on Soil Mechanics and Foundation Engineering 336–337. Zurich Switzerland: International Society for Soil Mechanics and Geotechnical Engineering.

4. Uncertainty quantification of the bond stress – displacement relationship of shoring anchors in different geologic units

5. Construction and load testing of barrette foundations;Chang Y. H.;Sino-Geotechnics,2011

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1. Analysis of Horizontal Load Response and Pile–Soil Interaction in Barrette Foundations;Indian Geotechnical Journal;2024-08-03

2. Evaluation of side and tip resistances for barrette piles using CYCU/Barrette/Side&Tip/64;Soils and Foundations;2024-06