This experimental static load test is part of research activities scoped on problematics with involved foundation conditions. Especially for areas with influence of undermining or flood hazard. Concept of experiment was designed like a model situation of interaction between concrete column, concrete slab-on-ground and subsoil. During static load process were measured deformations, tensions inside the experimental model and geotechnical values on contact surface of concrete slab-on-ground and_x000D_
subsoil. These data were processed and used for creation of 3D FEM model.
Post-tensioned concrete, FEM analysis, Poplypropylene fibres reinforcement, Interaction between subsoil and slab-on-ground
 P. Mynarcik, The Subsidence Analysis of Experimental Post-tensioned Concrete Slab Model in the Course of the Static Load Test, Applied Mechanics and Materials, vol. 744 – 746, pp. 1556-1559 (4 p), Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/AMM. 744 – 746.1556, 2015.
 P. Mynarcik, Measurement processes and destructive testing of fibre concrete foundation slab pattern, Advanced Material Research, vol. 1020, pp. 221-226 (6 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662- 8985, ISSN (Print) 1022-6680, DOI: 10.4028/www.scientific.net/AMR.1020.2 21, 2014.
 R. Cajka, R. Fojtik, Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4, Procedia Engineering, vol. 65, 2013, pp. 230-235 (6 p), ISSN 1877-7058, doi: 10.1016/j.proeng.2013.09.035.
 R. Cajka, V. Krivy, D. Sekanina, Design and Development of a Testing Device for Experimental Measurements of Foundation Slabs on the Subsoil, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. XI, iss. 1, pp. 1-6 (6 p), ISSN (Online)1804-4824, ISBN 978-80- 248-2332-4, doi: 10.2478/v10160-011-0002-2, 2011.
 M. Janulikova, M. Stara, Multi-layer Rheological Sliding Joint in the Foundation Structures, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. XIII, iss. 2, pp. 41–46 (6 p), ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, doi: 10.2478/tvsb-2013-0008, 2013.
 R. Cajka, Analytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territories, Acta Montanistica Slovaca, vol. 18, iss. 4, pp. 254-261 (8 p), ISSN: 13351788, 2013.
 J. Labudkova, R. Cajka, Comparsion of Measured Displacement of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Advanced Material Research, vol. 1020, pp. 204-209 (6 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-8985, ISSN (Print) 1022-6680, DOI: 10.4028/www.scientific.net/AMR.1020.2 04, 2014.
 R. Cajka, K. Burkovic, V. Buchta, R. Fojtik, Experimental soil - Concrete plate interaction test and numerical models, Key Engineering Materials, vol. 577-578, pp. 33-36 (4 p), Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/KEM.577- 578.33, 2014.
Cite this paper
Petr Mynarcik, Jiri Koktan. (2017) The Subsidence Analysis of Post-tensioned Slab-on-Ground Secundary Reinforced by Polypropylene Fibres. International Journal of Mathematical and Computational Methods, 2, 361-365
Copyright © 2017 Author(s) retain the copyright of this article.
This article is published under the terms of the Creative Commons Attribution License 4.0