Affiliation:
1. Vsb - Technical University of Ostrava
Abstract
Some foundation structures can be loaded with horizontal stress, for example pre-stressed foundation structures or structures on undermining areas. Then it is necessary to solute their effects, because they can have very significant effect on the building. When it is spoken about the foundation structures which are loaded with horizontal stress then it is spoken about two possibilities of this loading. In the first case there are horizontal deformations in the structure and in the second case these deformations can arise in the subsoil. In both of them it can be used the method with using sliding joint to increase of shear stress between foundation structure and subsoil. Asphalt belt is often used to create this sliding joint. At the faculty of Civil Engineering some materials are tested to better knowledge of asphalt belts properties and to more precise design and calculation of sliding joint.
Publisher
Trans Tech Publications, Ltd.
Reference8 articles.
1. Cajka, R., Janulikova, M., Mateckova, P., Stara, M.: Laboratory testing asphalt belts with the influence of temperature. Transactions of the VŠB - Technical University of Ostrava, vol. 11, 2011, no 2, pp.1-6.
2. Janulikova, M., Cajka, R., Mateckova, P., Buchta, V.: Laboratory testing of asphalt belts rheological properties exposed to shear loads. Transactions of the VŠB - Technical University of Ostrava, vol. 12, 2012, no 2, pp.1-6.
3. Janulikova, M. and Cajka, R. and Mateckova, P. and Stará, M.: Modeling of foundation structures with sliding joint using results of asphalt belts laboratory tests. Transactions of the VŠB - Technical University of Ostrava, vol. 12, 2012, no 1, pp.1-6.
4. Cajka, R.: Semispace FEM element and soil - structure interaction. The Third International fib Congress and Exhibition & PCI Annual Convention and Bridge Conference, Washington, D.C., 2010, USA.
5. Cajka, R. and Manasek, P.: Numerical analysis of the foundation structures with sliding joint. Eleventh East Asia-Pacific Conference on Structural Engineering & Construction - Building a Sustainable Environment, Taipei, Taiwan, 2008, pp.716-717.
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