Accounting for Soil Spatial Variability in Plate Anchor Design-Reference-Cited by-同舟云学术

Accounting for Soil Spatial Variability in Plate Anchor Design

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cai Yongmin¹^ORCID,Bransby Mark Fraser²,Gaudin Christophe²,Tian Yinghui³

Affiliation:

1. Ph.D. Candidate, Center for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Crawley, Perth, WA 6009, Australia (corresponding author). ORCID: .

2. Professor, Center for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Highway, Crawley, Perth, WA 6009, Australia.

3. Associate Professor, Dept. of Infrastructure Engineering, Melbourne School of Engineering, Univ. of Melbourne, Melbourne, VIC 3010, Australia.

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.1943-5606.0002720

Reference59 articles.

1. Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach;Ahmed A.;Georisk,2012

2. Estimation of small failure probabilities in high dimensions by subset simulation

3. Baecher, G. B., and J. T. Christian. 2003. Reliability and statistics in geotechnical engineering. Chichester, UK: Wiley.

4. Pullout capacity of strip plate anchor in cohesive sloping ground under undrained condition

5. Bransby, M. F., and M. P. O’Neill. 1999. “Drag anchor fluke-soil interaction in clays.” In Book numerical models in geomechanics. Boca Raton, FL: CRC Press.

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