Experimental Static Load Test of Prestressed Concrete Slab-on-Ground Model

Article Preview

Abstract:

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 subsoil. These data were processed and presented in this article. The described experimental static load test is part of a series of experiments focusing on the problematics of concrete constructions in interaction with subsoil and was realized at the Faculty of Civil Engineering, VŠB –Technical University of Ostrava.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

320-324

Citation:

Online since:

June 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P. Mynarcik, The Subsidence Analysis of Experimental Post-tensioned Concrete Slab Model in the Course of the Static Load Test, Appl. Mech. Mater. 744–746 (2015) 1556-1559.

DOI: 10.4028/www.scientific.net/amm.744-746.1556

Google Scholar

[2] P. Mynarcik, Measurement processes and destructive testing of fibre concrete foundation slab pattern, Adv. Mater. Res. 1020 (2014) 221-226.

DOI: 10.4028/www.scientific.net/amr.1020.221

Google Scholar

[3] R. Cajka, R. Fojtik, Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4, Proc. Eng. 65 (2013) 230-235.

DOI: 10.1016/j.proeng.2013.09.035

Google Scholar

[4] R. Cajka, V. Krivy, D. Sekanina, Design and Development of a Testing Device for Experimental Measurements of Foundation Slabs on the Subsoil, Trans. VŠB – Tech. Univ. Ostrava, Civil Eng. Ser. 11(1) (2011) 1-6.

DOI: 10.2478/v10160-011-0002-2

Google Scholar

[5] M. Janulikova, M. Stara, Multi-layer Rheological Sliding Joint in the Foundation Structures, Trans. VŠB – Tech. Univ. Ostrava, Civil Eng. Ser. 13(2) (2013) 41–46.

DOI: 10.2478/tvsb-2013-0008

Google Scholar

[6] R. Cajka, Analytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territories, Acta Montanistica Slovaca, 18(4) (2013) 254-261.

Google Scholar

[7] J. Labudkova, R. Cajka, Comparsion of Measured Displacement of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Adv. Mater. Res. 1020 (2014) 204-209.

DOI: 10.4028/www.scientific.net/amr.1020.204

Google Scholar

[8] R. Cajka, K. Burkovic, V. Buchta, R. Fojtik, Experimental soil - Concrete plate interaction test and numerical models, Key Eng. Mater. 577-578 (2014) 33-36.

DOI: 10.4028/www.scientific.net/kem.577-578.33

Google Scholar