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- W37194912 abstract "Typically, for static pile load test on an axially loaded driven pile, pile is loaded up to twice its design loads. The pile is considered safe if it can resist the maximum test load (twice its design load). However, in the conventional reliability analysis, the non-failed pile load test results had no effect on reliability index calculation. In this paper, an analytical method is used to update reliability index of driven piles based on the Bayesian theory using pile load test results even not conducted to failure. The prior information regarding pile resistance is constructed based on the results of fifty seven static pile load tests performed to failure in South Korea. The prior information includes bias factor, coefficient of variation, and distribution type of the ratio of measuredto-predicted pile resistances. This prior information of measured-topredicted pile resistances ratio is updated based on the Bayesian theory by adding new pile load test results. For the prediction of pile resistance in our analysis, we used the equation proposed in Korean Design Standards for Foundation Structures. Reliability analyses are performed using updated distribution of the measured-to-predicted pile resistance ratio using First-Order Reliability Method (FORM). It is noted that load tests even not conducted to failure can contribute to reliability analysis and can be used for pile design in a systematic approach." @default.
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- W37194912 date "2010-06-20" @default.
- W37194912 modified "2023-09-28" @default.
- W37194912 title "Reliability Index Update for Driven Piles Based on Bayesian Theory Using Pile Load Test Results" @default.
- W37194912 hasPublicationYear "2010" @default.
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