3D settlement analysis using GIS and FEM A case study in Sliedrecht area the Netherlands

conference paper

Yenigül N.B.

Elkadi, A.S.
A comparative regional settlement analysis is presented in this paper by using 3D Geosciences Information System (GIS) and 3D finite element analysis (midas GTS) approaches for the Sliedrecht area, Netherlands. For settlement analysis in GIS, Koppejan Formula is used. The compressibility coefficient involved in the formula has been determined based on the cone resistance values. Mohr-Coulomb constitutive model was adopted in nonlinear analysis for the needs of 3D finite element analysis. The results obtained from the GIS analysis are on average comparable to those of 3D finite element analysis. © 2010 Taylor & Francis Group, London.
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3D-finite element analysisCompressibility coefficientCone resistanceGeosciences informationGIS analysisMohr-CoulombNetherlandsSettlement analysisFinite element methodGeotechnical engineeringNonlinear analysisNumerical methodsSpot weldingThree dimensional
TNO Identifier
954141
Repository link
https://resolver.tno.nl/uuid:9d902956-8ecd-4286-8eca-691ad9ff7283
ISBN
9780415592390
9780429206191
Publisher
CRC
Source title
Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering, 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010, 2-4 June 2010
Place of publication
London
Pages
529-534
Files
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