Updating reliability of pile groups with load tests considering spatially variable soils-Reference-Cited by-同舟云学术

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Updating reliability of pile groups with load tests considering spatially variable soils

Published:2024-03-18 Issue: Volume: Page:1-15
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Zhang Yuting¹,Huang Jinsong¹,Xie Jiawei¹,Giacomini Anna¹,Zeng Cheng¹

Affiliation:

1. Discipline of Civil, Surveying and Environmental Engineering, Priority Research Centre for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, Australia

Funder

National Natural Science Foundation of China

China Scholarship Council

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2024.2328189

Reference51 articles.

1. AASHTO. 1998. LRFD Bridge Design Specifications Foundation. 2nd ed. Washington, D.C.: American Association of State Highway and Transportation Officials.

2. Ang, A. H.-S., and W. H. X. Tang. 2007. Probability Concepts in Engineering Planning and Design: Emphasis on Application to Civil and Environmental Engineering. Hoboken, NJ: Wiley.

3. Reliability analysis for Serviceability Limit State of pile groups foundation

4. The Pile Efficiency Formula of the Uniform Building Code;Bolin H. W.;Building Standards Monthly,1941

5. Bowles J. E. 1995. Foundation Analysis and Design.

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