Load and resistance factor design versus reliability-based design of shallow foundations

Pengpeng He; Gordon A. Fenton; D. V. Griffiths

doi:10.1080/17499518.2022.2083179

Load and resistance factor design versus reliability-based design of shallow foundations

Pengpeng He, Gordon A. Fenton, D. V. Griffiths

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Research output: Contribution to journal › Article › peer-review

7 Citations (Scopus)

Original language	English
Pages (from-to)	277-286
Number of pages	10
Journal	Georisk
Volume	17
Issue number	2
DOIs	https://doi.org/10.1080/17499518.2022.2083179
Publication status	Published - 2023

ASJC Scopus Subject Areas

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

Keywords

Load and resistance factor design
reliability-based design
serviceability limit state
shallow foundations
ultimate limit state

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10.1080/17499518.2022.2083179

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He, P., Fenton, G. A., & Griffiths, D. V. (2023). Load and resistance factor design versus reliability-based design of shallow foundations. Georisk, 17(2), 277-286. https://doi.org/10.1080/17499518.2022.2083179

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title = "Load and resistance factor design versus reliability-based design of shallow foundations",

keywords = "Load and resistance factor design, reliability-based design, serviceability limit state, shallow foundations, ultimate limit state",

author = "Pengpeng He and Fenton, {Gordon A.} and Griffiths, {D. V.}",

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T1 - Load and resistance factor design versus reliability-based design of shallow foundations

AU - He, Pengpeng

AU - Fenton, Gordon A.

AU - Griffiths, D. V.

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KW - reliability-based design

KW - serviceability limit state

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KW - ultimate limit state

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Load and resistance factor design versus reliability-based design of shallow foundations

ASJC Scopus Subject Areas

Keywords

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