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Aug 1, 2022

Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 10
An error was made in the indicated article when writing the expression of Eq. (9) for the calculation of the probability psi(i=m). Hence, the derivation of Eq. (6) was incorrect. The following corrections should be made to the article:
pf=1(1p0)ni=1m1j=1(1p0)n(p0i1p0i)Qf,i,jg(S)dS+1nj=1np0m1Qf,m,jg(S)dS=1n[i=1m1j=1(1p0)np0i1Qf,i,jg(S)dS+j=1np0m1Qf,m,jg(S)dS]
(6)
The expression of Eq. (9) should be corrected as
psi={P(Qf1<Qf)=1P(Qf<Qf1),i=1P(Qfi<Qf<Qfi1)=P(Qf<Qfi1)P(Qf<Qfi),i=2,3,,m1P(Qf<Qfm1),i=m
(9)
The derivation of Eq. (6) after Eq. (9) should be corrected as follows:
By sequentially conditioning on the events {Qf<Qfi, i=1,2,,m1}, the term P(Qf<Qfi) in Eq. (9) can be expressed as
P(Qf<Qfi)={P(Qf<Qf1),i=1P(Qf<Qf1)P(Qf<Qf2|P(Qf<Qf1)××P(Qf<Qfi|P(Qf<Qfi1),i=2,3,,m1
(10)
As discussed in the section “SS for Probability of Failure Calculation”, P(Qf<Qf1) and {P(Qf<Qfi|Qf<Qfi1), i=2,3,,m1} always correspond to a common specified value of the conditional probability p0. Therefore, Eq. (9) can be expressed as
psi={p0i1p0i,i=1,2,,m1p0m1,i=m
(11)
By substituting Eqs. (8) and (11) into Eq. (7), the expression of Eq. (6) can be derived.
Note that the results presented in the article were calculated based on the correct equations.
The authors regret the error.
To preserve the published version of record, these details have been corrected only in this erratum.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 10October 2022

History

Received: May 27, 2022
Accepted: May 31, 2022
Published online: Aug 1, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 1, 2023

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Ph.D. Candidate, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia (corresponding author). ORCID: https://orcid.org/0000-0003-2328-8118. Email: [email protected]
Mark Fraser Bransby [email protected]
Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia. Email: [email protected]
Christophe Gaudin [email protected]
Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia. Email: [email protected]
Yinghui Tian [email protected]
Associate Professor, Dept. of Infrastructure Engineering, Melbourne School of Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia. Email: [email protected]

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