ATTRIBUTE | VALUE |
type | A |
database id | 8630 |
title | Simplified probabilistic analysis of settlement of cyclically loaded soil stratum using point estimate method |
authors | Przewłócki J.1, Górski J.2, Świdziński W.3 |
affiliations | |
pages | 121 — 134 |
notes | Kopia w opracowaniu Tp4494 |
DOI | 10.1515/heem-2016-0008 |
full text link | http://www.ibwpan.gda.pl/storage/app/media/ahem/ahem63str121.pdf |
keywords | soil settlement, seismic loading, random material parameters, point estimate method |
abstracts | The 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] |
language | en |
points | 14 |
PART OF |
type | C |
database id | 8831 |
year | 2016 |
series | Archives of Hydro-Engineering and Environmental Mechanics |
issue | Vol. 63, No.2-3 |
publisher | Wydawnictwo IBW PAN |