Reliability of Buried Pipes in Heterogeneous Soil Subjected to Seismic Loads
نویسندگان
چکیده
Dysfunctions and failures of buried pipe networks, like sewer are studied in this paper from the point view structural reliability heterogeneity geotechnical conditions longitudinal direction. Combined soil spatial variability Peak Ground Acceleration (PGA) induce stresses displacements. A model has been developed within frame geostatistics a mechanical description soil–structure interaction set pipes with connections resting on by two-parameter (Pasternak model). Structural analysis is performed considering two limit states: Serviceability Limit State (SLS), related to large "counter slope" given pipe, Ultimate (ULS), corresponding bending moment.
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ژورنال
عنوان ژورنال: Engineering, Technology & Applied Science Research
سال: 2021
ISSN: ['1792-8036', '2241-4487']
DOI: https://doi.org/10.48084/etasr.4000