The verification of subsoil parameters based on back analysis of a bridge
Krzysztof Nepelski
Department of Geotechnics; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0001-9495-6457
Abstract
The paper presents the analysis of foundation of the road bridge. The numerical calculation of the bridge abutment was made in FEM Software with subsoil modelled as solid defined by Cam Clay model. Number of calculations was made by using variable parameters of soil. Results were compared with geodetic measurements. Soil properties designated by lab test and geological boreholes, were verified with computer back analysis results.
Keywords:
foundation design, Cam Clay, subsoil, back analysisReferences
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Authors
Krzysztof NepelskiDepartment of Geotechnics; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0001-9495-6457
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