[1]
M. Aboutalebi, A. Alani, J. Rizzuto, D. Beckett, Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs, Structural Concrete. Vol. 15, No. 1, 2014, pp.81-93.
DOI: 10.1002/suco.201300043
Google Scholar
[2]
A. Alani, M. Aboutalebi, Analysis of the subgrade stiffness effect on the behaviour of ground-supported concrete slabs, Structural Concrete, Vol. 13, No. 2, 2012, pp.102-108.
DOI: 10.1002/suco.201100043
Google Scholar
[3]
R. Cajka, K. Burkovic, V. Buchta, R. Fojtik, Experimental Soil – Concrete Plate Interaction Test and Numerical Models, Key Engineering Materials, Vols. 577-578, 2014, pp.33-36 Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/kem.577-578.33
Google Scholar
[4]
R. Cajka, K. Burkovic, V. Buchta, Foundation Slab in Interaction with Subsoil, Advanced Materials Research, Vols. 838-841, 2014, pp.375-380, Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/amr.838-841.375
Google Scholar
[5]
J. Labudkova, R. Cajka, Comparison of Measured Deformation of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Advanced Materials Research, Vol. 1020, 2014, pp.204-209, Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/amr.1020.204
Google Scholar
[6]
R. Cajka, J. Labudkova, Fibre Concrete Foundation Slab Experiment and FEM Analysis, Key Engineering Materials, Vols. 627, 2015, pp.441-444, Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/kem.627.441
Google Scholar
[7]
V. Buchta, P. Mynarcik, Experimental testing of fiberconcrete foundation slab model, Applied Mechanics and Materials, Vol. 501 – 504, 2014, pp.291-294, Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/amm.501-504.291
Google Scholar
[8]
K. Frydrysek, R. Janco, H. Gondek, Solutions of Beams, Frames and 3D Structures on Elastic Foundation Using FEM, International Journal of Mechanics, Issue 4, Vol. 7, 2013, pp.362-369.
Google Scholar
[9]
M. Janulikova, M. Stara, Reducing the Shear Stress in the Footing Bottom of Concrete and Masonry Structures, Procedia Engineering, Vol. 65, 2013, pp.284-289.
DOI: 10.1016/j.proeng.2013.09.044
Google Scholar
[10]
J. Kralik, Optimal design of NPP containment protection against fuel container drop, Advanced Materials Research, Vol. 688, 2013, pp.213-221, Trans Tech Publications, Switzerland.
DOI: 10.4028/www.scientific.net/amr.688.213
Google Scholar
[11]
J. Halvonik, L. Fillo, The Maximum Punching Shear Resistance of Flat Slabs, Procedia Engineering, Vol. 65, 2013, pp.376-381.
DOI: 10.1016/j.proeng.2013.09.058
Google Scholar
[12]
T. Janda, M. Sejnoha, J. Sejnoha, Modeling of soil structure interaction during tunnel excavation: An engineering approach, Advances in Engineering Software, pp.51-60.
DOI: 10.1016/j.advengsoft.2013.04.011
Google Scholar
[13]
X. Huang, X. Liang, M. Liang, M. Deng, A. Zhu, Y. Xu, X. Wang, Y. Li, Experimental and theoretical studies on interaction of beam and slab for cast-in-situ reinforced concrete floor structure, Journal of Building Structures / Jianzhu Jiegou Xuebao, Vol. 34, 2013, No. 5, pp.63-71.
Google Scholar
[14]
J. Feda, State of stress in the subsoil and methods of computation of final settlement, Academia, 152 p, 1974. (in Czech).
Google Scholar
[15]
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 VSB - Technical University of Ostrava, Construction Series, Volume XI, Number 1/2011, VSB - TU Ostrava, Pages 1–5, ISSN (Online) 1804-4824, ISSN (Print) 1213-(1962).
DOI: 10.2478/v10160-011-0002-2
Google Scholar
[16]
EN 1992-1-2: Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design, (2004).
Google Scholar
