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• W2214967516 abstract "In spite of having low Compressive and flexural strength, No-fines concrete has properties capable of being used as rigid pavement for low traffic volume roads. Along with the mix proportions and water content to have sufficient bond between the aggregate particles, it is critical to determine what happens to the water once it penetrates the pavement surface. In this paper, an innovative model that can transport water percolated into the pavement has been suggested in this direction. Different combinations of Cement, water and Course aggregate with different maximum size and gradation were adopted for trial mixes to arrive at M20 grade concrete.M20 grade concrete is achieved with a w/c ratio of 0.45, Course aggregate of nominal size 20 mm and with a cement to Course aggregate ratio of 1:4. Its density and flexural strength were observed to be 21 kN/m 3 and 35 kg/cm 2 respectively.A pavement slab suitable for low traffic volume roads is designed as per IRC SP62: 2004 which allows storage of water upto 125 lit./m 3 of concrete pavement giving time for infiltration thereby reducing the runoff and recharging the ground water or sufficient time for transport of it. A perforated pipe can be provided at center of the pavement above sub-base such that it collects the water stored in concrete and drains it to the required treatment plant or a recharge pit. This however needs further investigation and trials before practical implementation." @default.
• W2214967516 created "2016-06-24" @default.
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• W2214967516 date "2015-01-01" @default.
• W2214967516 modified "2023-09-23" @default.
• W2214967516 title "An Innovative No-Fines Concrete Pavement Model" @default.
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• W2214967516 doi "https://doi.org/10.6084/m9.figshare.1577435.v1" @default.
• W2214967516 hasPublicationYear "2015" @default.
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