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Simplified probabilistic analysis of settlement of cyclically loaded soil stratum using point estimate method
Abstract
The paper deals with the probabilistic analysis of settlement of a non-cohesive soil layer subjected to cyclic loading. Originally, the settlement assessment is based on deterministic compaction model which requires integration of a set of differential equations. However, making use of the Bessel functions the settlement of the soil stratum can be calculated by means of simplified algorithm. The compaction model parameters were determined for the soil samples taken from the subsoil near Izmit Bay, Turkey. The computations were performed for various sets of random variables. The point estimate method was applied and the results were verified using the Monte Carlo method.
Authors (3)
-
Waldemar Świdziński
- IBW PAN w Gdańsku
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Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Archives of Hydro-Engineering and Environmental Mechanics
no. 63,
pages 121 - 133,
ISSN: 1231-3726 - Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Przewłócki J., Górski J., Świdziński W.: Simplified probabilistic analysis of settlement of cyclically loaded soil stratum using point estimate method// Archives of Hydro-Engineering and Environmental Mechanics. -Vol. 63., iss. 3-4 (2016), s.121-133
- Verified by:
- Gdańsk University of Technology
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