Head of dept. (Civil Engineering) Abstract— Index properties & strength of murum/Gravel soil is less and does not fulfill the requirement for its uses as a road pavement material such as GSB. These property is likely improved by adding a suitable admixture of stone dust/river sand. Therefore a detailed experimental study is
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that stone dust affects the strength of concrete. In order to investigate the strength and some engineering properties of stone dust, mixtures were made with cement, as well as other binder materials such as plaster. Ready plaster mixture obtained was produced in powder form. According to ASTM C 33-11 [4], stone dust is allowed to
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ABSTRACT-Stone dust can be obtained from stone quarry. Stones are extensively used in all building constructional activities.. The stone dust is comparatively lighter in weight and stronger than common clay bricks. Since stone dust is being accumulated as waste material in large quantity near stone quarry.
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The stone dust from the crusher units of construction sites is an environmental hazard. The disposal of stone dust is a major problem. In this paper an attempt is made to study the effective use of stone dust as a stabilizing agent. An experimental investigation is carried out to study the effect of stone dust on engineering properties of soil.
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Ali M.S. et al. (2011) presented the effect of stone dust and fly ash on characteristics of fly ash. They concluded that there is a marked improvement in the properties of expansive soil if stone dust and fly ash is mixed in equal proportions. There is a significant control in the swelling behaviour of the expansive clay.
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Ali M.S. et al. (2011) presented the effect of stone dust and fly ash on characteristics of fly ash. They concluded that there is a marked improvement in the properties of expansive soil if stone dust and fly ash is mixed in equal proportions. There is a significant control in the swelling behaviour of the expansive clay.
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Ali M.S. et al. (2011) presented the effect of stone dust and fly ash on characteristics of fly ash. They concluded that there is a marked improvement in the properties of expansive soil if stone dust and fly ash is mixed in equal proportions. There is a significant control in the swelling behaviour of the expansive clay.
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using locally available stone dust. The stone dust sampled from Mlolongo quarries achieved a characteristic strength of 86.7 N/mm2 at a water cement ratio of 0.32. With the results structural analysis of a 10 storeyoffice structures with columns spaced at 8 met ers center to center was de-signed using the four classes and results compared.
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engineering properties improved with the addition of GGBS and stone dust. In the standard proctor test, the maximum dry density increased and the optimum moisture content decreased with increase in GGBS and stone dust content and at maximum increase in mechanical properties was obtained at 30% of GGBS and Stone dust.
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Dixit and Patil [61] utilized stone dust to improve the engineering properties of expansive soils and can be considered as a good sub base material when used as embankment roads. The percentage of
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In the present investigation, an experimental program was carried out to study the workability and compressive strength of concrete made using stone dust as partial replacement of fine aggregate
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stone dust as fine aggregate in concrete it is found that there is increase in compressive, flexural and tensile strength of concrete (Nagpal et al., 2013). It has been observed that 40% replacement of fine aggregate with stone dust is adaptable (Franklin et al., 2014). It was observed that the replacement of
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Ali M.S. et al. (2011) presented the effect of stone dust and fly ash on characteristics of fly ash. They concluded that there is a marked improvement in the properties of expansive soil if stone dust and fly ash is mixed in equal proportions. There is a significant control in the swelling behaviour of the expansive clay.
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The physical properties of river sand and q uarry dust are concentrated on specific gravity, density, void ratio, unit weight and sieve analysis. Also identified the D 10, D 30, D 50, D 60 and
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Dixit and Patil [61] utilized stone dust to improve the engineering properties of expansive soils and can be considered as a good sub base material when used as embankment roads. The percentage of
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partial or fully replacement of natural sand with stone dust is one of the effective method. Stone dust is the best alternative for the natural sand, because properties of natural sand and stone dust are similar 1. In the backd rop of Rapid growth, Construction industries are facing acute shortage of the conventional building material.
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Abstract: The study examines the suitability of sand and stone dust sample from locations within Ondo state which includes Oda, Oba Ile, Idanre, Ilara and Stone dust sample from Johnson mining industry and stone works Nigeria limited for production of sandcrete blocks (cubes) with the view to assess physical and chemical properties of sand and
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Abstract: The study examines the suitability of sand and stone dust sample from locations within Ondo state which includes Oda, Oba Ile, Idanre, Ilara and Stone dust sample from Johnson mining industry and stone works Nigeria limited for production of sandcrete blocks (cubes) with the view to assess physical and chemical properties of sand and
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3rd International Conference on Civil Engineering for Sustainable Development (ICCESD 2016) ICCESD 2016 933 Table 3: Physical properties of stone dust Property Values Specific Gravity 2.83 Color Pinkish Gray Density(gm/cm3) 2.03 Moisture Content 6.58% 3.1.6 Concrete Mix Proportions Cement = 0.5 Kg Fine aggregate = 1.45 Kg
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Table 1 Physical properties of Stone Dust and Natural Sand Property Stone Dust Natural Sand Specific gravity 2.54-2.60 2.60 Bulk relative density (kg/m3) 1720-1810 1460 Fine particles less than 0.075 mm (%) 12-15 06 Preparation of concrete cubes In the process of manufacturing of the concrete cube
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In this study stone dust by dry weight of soil was taken as 10%, 20%, 30%, 40% and 50% taken and mixed with the soil so as to examine the effect of mixing on OMC, MDD and CBR properties of soil. II. Literature Review Very little information has been published on the engineering properties of stabilised soil using stone dust.
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Head of dept. (Civil Engineering) Abstract— Index properties & strength of murum/Gravel soil is less and does not fulfill the requirement for its uses as a road pavement material such as GSB. These property is likely improved by adding a suitable admixture of stone dust/river sand. Therefore a detailed experimental study is
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Abstract: The study examines the suitability of sand and stone dust sample from locations within Ondo state which includes Oda, Oba Ile, Idanre, Ilara and Stone dust sample from Johnson mining industry and stone works Nigeria limited for production of sandcrete blocks (cubes) with the view to assess physical and chemical properties of sand and
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quarry at Chandragiri near Tirupati Andhra Pradesh. Stone Dust is obtained by sieving stone dust through 90 micron sieve. X-ray diffraction method (XRD) is conducted on stone dust it shows that it contains 93% SiO2. Reference XRD, it is ensured that due to the presence of SiO2, stone dust posses pozzolanic property. This SiO2 reacts with calcium
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Engineering properties of stone dust and natural soil. Table 2 summarizes the engineering properties of the stone dust and the natural soil through the soil tests. The specific gravity of stone dust was 2.72 for Company “S” and 2.77 for Company “A”.
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Multiply the weight of the gravel, in this case 105 pounds, by 27 to determine cubic yards because there are 27 cubic feet in 1 cubic yard. The result is 2,835 pounds per cubic yard of gravel. Accordingly, how many tons is a yard of stone dust? Most gravel and crushed stone products have similar weights per ton.
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with increase of dust content[7]. Addition of 10% stone quarry dust in concrete gives peak value[8]. There is increase in strength properties with an increase in the amount of crushed stone dust. Ultrasonic pulse velocity test for complete replacement of sand by crushed stone dust shows excellent results [9].
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The stone dust from the crusher units of construction sites is an environmental hazard. The disposal of stone dust is a major problem. In this paper an attempt is made to study the effective use of stone dust as a stabilizing agent. An experimental investigation is carried out to study the effect of stone dust on engineering properties of soil.
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The physical properties of river sand and q uarry dust are concentrated on specific gravity, density, void ratio, unit weight and sieve analysis. Also identified the D 10, D 30, D 50, D 60 and
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03 50% stone dust 0.92 04 75% stone dust 0.909 05 100% stone dust 0.826 Fig.4. Compaction Results Table 8. Compressive Strength of Concrete. S.No. % of Stone Dust Compressive Strength 7 Days N/mm2 2 28 Days N/mm 01 0% stone dust 13.165 17.5 02 25% stone dust 14.5 20 03 50% stone dust 12.3 15 04 75% stone dust 11.1 13.7 constant water cement
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