Horizontal Friction Parameters in Soil – Structure Interaction Tasks

Author:

Čajka Radim1ORCID

Affiliation:

1. VSB Technical University Ostrava

Abstract

This article presents the method of determination of friction parameters for soil structure interaction with and without slide joints in the subsoil of structures. The results for constant and nonlinear distribution of C1x, C1y parameters are compared and derived friction parameters have been used for the FEM calculation of the stress condition of the real foundation structures.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference19 articles.

1. V. Balcarek, J. Bradac (1982) Použití asfaltových izolačních pásů jako kluzné spáry staveb na poddolovaném území. Pozemní stavby 2, 1982 (in Czech).

2. R. Cajka (2003) Numerical Analysis of Contact Pressure under Shallow Foundation. In International Symposium on Shallow Foundations, FONDSUP 2003, 5. -7. November 2003, Paris, France, ISBN 2-7208-0355-3.

3. R. Cajka (2005) Soil – structure interaction in case of exceptional mining and flood actions. In COST 12 – Final Conference Proceedings, 20th – 22nd January 2005, University of Innsbruck, Austria, ISBN 04 1536 609 7.

4. R. Cajka, P. Manasek (2005). Building Structures in Danger of Flooding. IABSE Conference New Delhi, India, Role of Structural Engineers towards Reduction of Poverty. New Delhi, India, pp.551-558, ISBN 978-3-85748-111-6, WOS: 000245746100072.

5. R. Cajka, P. Manasek, (2007).

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