Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #8630 details

ATTRIBUTEVALUE
typeA
database id8630
titleSimplified probabilistic analysis of settlement of cyclically loaded soil stratum using point estimate method
authorsPrzewłócki J.1, Górski J.2, Świdziński W.3
affiliations
pages121 — 134
notesKopia w opracowaniu Tp4494
DOI10.1515/heem-2016-0008
full text linkhttp://www.ibwpan.gda.pl/storage/app/media/ahem/ahem63str121.pdf
keywordssoil settlement, seismic loading, random material parameters, point estimate method
abstractsThe paper deals with the probabilistic analysis of the settlement of a non-cohesive soil layer subjected to cyclic loading. Originally, the settlement assessment is based on a deterministic compaction model, which requires integration of a set of differential equations. However, with the use of the Bessel functions, the settlement of a soil stratum can be calculated by a simplified algorithm. The compaction model parameters were determined for soil samples taken from subsoil near the Izmit Bay, Turkey. The computations were performed for various sets of random variables. The point estimate method was applied, and the results were verified by the Monte Carlo method. The outcome leads to a conclusion that can be useful in the prediction of soil settlement under seismic loading.
attributes [reviewed] [scientific]
languageen
points14
PART OF
typeC
database id8831
year2016
seriesArchives of Hydro-Engineering and Environmental Mechanics
issueVol. 63, No.2-3
publisherWydawnictwo IBW PAN

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