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- W627012128 abstract "A procedure is developed for consistent safety factor selection and design load capacity determination for piles in cohesive soils. On the basis of soil exploration results and the static formula approach the site is first considered to have a pile load capacity distribution which reflects considerable uncertainty. Through bayes' theorem and the additional information obtained from a pile load test this distribution is updated. Each additional pile load test provides for further updating. Using a first order, second moment procedure safety factors for each phase of the process - no pile load test, one pile load test, two pile load tests, etc - are determined. These safety factor values are relative rather than absolute and the designer may choose the series that he judges to be most appropriate (a)." @default.
- W627012128 created "2016-06-24" @default.
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- W627012128 date "1977-01-01" @default.
- W627012128 modified "2023-09-26" @default.
- W627012128 title "Factor of safety for piles in cohesive soils" @default.
- W627012128 hasPublicationYear "1977" @default.
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