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EFFECT OF LOAD PLATE SIZE ON RESULTS OF STATIC LOAD TEST
Abstract
The Road materials are exposed during the operation to the effects of traffic loads and climatic influences, in particular changes in air and humidity temperatures, which are reflected by cyclical changes in pavement and subsoil. Strain of different materials is very different its the same load and depend on its deformation properties. Strain of material and substance are generally characterized by deformation characteristics that are an important input for the calculation of stresses and deformation of the pavement construction. The most important deformation characteristics of road building materials include: the compressive modulus, the modulus of elasticity, the modulus of deformation and the modulus of subgrade reaction. This contribution deals with the interpretation of the results of the static load test evaluation with different sizes of the circular load plate and its influence on the results of the deformation characteristics.
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DECKÝ, M., DRUSA, M., PEPUCHA, L., ZGUTOVA, K.: Earth Structures of Transport Constructions. Scientific monograph, London: Pearson Education Limited 2013, p. 180, ISBN 978-1-78399-925-5Tadeu, A. and Mateus, D. Sound transmission Trough Single Double and Triple Glazing. Experimental Evaluation. Journal of Applied Acoustics, vol. 62, 2000, no 7, p. 1093-1097.
STN 73 6190 Static plate load test of soils and subgrades of pavements, 1980.
STN 73 6133 Road Building. Roads embankments and subgrades, 2017.
BLAŠKO, M. – KURICOVÁ, S. – ZGÚTOVÁ, K.: Assessing the earthworks quality control with indirect methods. In: Proceedings 5th International Conference Integrity-Reliability-Failure. IRF 2016, Porto, Portugal, July 24-28 2016, ISBN 978-989-98832-5-3, p. 551-552.
SCHENK, P., ZGÚTOVÁ, K.: Požiadavky na podkladové vrstvy vozoviek v ich projektovej a stavebnej etape. In Sborník příspěvků Juniorstav 2018, s. 300-308, ISBN 978-80-86433-69-1.
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