Study of Pavements of Concrete Paving Blocks with Ribbed Underside Surface

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Abstract:

Improving the reliability and durability of sidewalks, footways, car parks and areas for various purposes, made of concrete paving blocks (CPBs), is an important task of construction. In order to improve the quality characteristics, new pavements consisting of concrete paving blocks with a ribbed underside surface are proposed. Hypotheses about the advantages of the developed structural solutions of pavements relative to traditional pavements of blocks with a flat underside surface were formulated. To confirm the hypotheses, studies of one of the developed pavement variants of in laboratory conditions were performed. The article describes the plan and methodology for implementation two series of experiments. In the first series of the experiment, a section of a traditional pavement of concrete blocks with a flat underside surface was investigated, in the second, a section from a pavement of concrete paving blocks with a ribbed underside surface consisting of three prismatic elements. Qualitative characteristics of the pavement are determined by various indexes. As a result of laboratory tests, the dynamics of settlement of experimental CPBs under the influence of vertically applied load was studied, and density index of a sand structural layer located under the tested CPBs was also obtained. The settlement indexes of the tested CPBs were investigated for three days. A comparative analysis of the experimental results confirmed the hypothesis about the advantages of pavements of concrete paving blocks with a ribbed underside surface. For the further implementation of the developed pavement variant in the construction industry, additional research is required. Further research directions of pavements of concrete paving blocks with a modified geometric shape of the underside surface are determined.

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101-107

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September 2020

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© 2020 Trans Tech Publications Ltd. All Rights Reserved

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[1] Robert J. Burak, P.Eng. Construction Details and Guide Specifications for Interlocking Concrete Pavement. Montreal, Quebec, November 25-27, (2002).

Google Scholar

[2] Roberta A. Hair, U.S. Patent 4,973,192. (1990).

Google Scholar

[3] BS. EN 1338:2003 Concrete Paving Blocks – Requirements and test methods. British Standards Institution: London, UK, (2003).

Google Scholar

[4] U. Rath, Structural Behaviour of Interlocking Concrete Block Pavement. National Institute of Technology, Rourkela, (2007).

Google Scholar

[5] W. Lin, Y.H. Cho, and I. T. Kim, Development of Deflection Prediction Model for Concrete Block Pavement Considering the Block Shapes and Construction Patterns, Advances in Materials Science and Engineering, Article, (2016).

DOI: 10.1155/2016/5126436

Google Scholar

[6] Catalogue of Road Defects. Research & Development Division of Highways Department, RD/GN/015, January 2013, pp.42-45.

Google Scholar

[7] Lt. Michael K. Abate, Concrete Paving Blocks: an overview, Washington State Transportation Centre (1993).

Google Scholar

[8] V. Cervantes, J. Roesler, Performance of Concrete Pavements with Optimized Slab Geometry, Illinois center for transportation (2009).

Google Scholar

[9] V. Dumanska, L. Vilinska, V. Marchenko, Studies of Coatings From FEP with Corrugated Base from Toothed Elements of Pyramidal Shape on the Horizontal and Inclined Surfaces, Academic Journal. Series: Industrial Machine Building, Civil Engineering. − 1 (48), 2017, p.265–272.

DOI: 10.26906/znp.2017.48.810

Google Scholar

[10] M. Azman, Hasanan Md Nor, Mohd Rosli Hainin, Haryati Yaacob, Che Ros Ismail, A. K. Nur Hafizah, The Effect of Groove-Underside Shaped Concrete Block on Pavement Permanent Deformation, Jurnal Teknologi (Sciences & Engineering) 61:3 (2013) 7–14.

DOI: 10.11113/jt.v61.1763

Google Scholar