IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. I (Jan- Feb. 2015), PP 61-64 www.iosrjournals.org Effect of Stone Dust On Some Geotechnical properties Of Soil Naman Agarwal M. Tech. student, Department of Civil Engg., G.B. Pant University of Agriculture & Technology, Pantnagar, India Abstract: Stone dust is a kind of
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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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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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palm oil fuel ash, rice husk ash, coal ash, brick dust, stone dust in cement concrete (Awal et al, 1997; Zhang, et al, 1996; Karki, 2002). The purpose of this study is to investigate the behavior of concrete prepared with brick dust as mineral admixture. Brick dust is a waste product in innumerous brick kilns in Bangladesh. This paper discusses the
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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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will lead to heavy economic burden. This paper presents the effect of adding rice husk ash (RHA) and stone dust on various index and engineering properties of weak soil. Various doses of RHA (5, 10 and 20%) along with 6% cement and stone dust (10, 20, 30 and 40%) are used for stabilization. Tests are carried out to determine
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percentage of stone dust in concrete as shown in table 3. It indicates at a constant dose of super plasticizer (i.e., at 0.8% by weight of cement) the workability of concrete decreases rapidly with increment of stone dust in mixture. At high percentage level of stone dust the slump is zero (i.e., no slump)
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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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The appropriate use of stone dust gives the stability and also gives strength to soil. It is observed that value increases significantly after addition of 1.0% Stone Dust content. In earth soils Stone Dust can be used as a soil stabilizer enhanced the Engineering properties of the soil.
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engineering properties of crusher stone dust properties of crush sand from stone crusher. engineering properties of crusher stone dust grinding mill equipment Crusher dust is a fine material formed during the process of comminution of rock into crushed stone or crushed sand This dust is composed by particles which pass 75 m BS.
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engineering properties of crusher stone dust properties of crush sand from stone crusher. engineering properties of crusher stone dust grinding mill equipment Crusher dust is a fine material formed during the process of comminution of rock into crushed stone or crushed sand This dust is composed by particles which pass 75 m BS.
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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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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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IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver. I (Jan- Feb. 2015), PP 61-64 www.iosrjournals.org Effect of Stone Dust On Some Geotechnical properties Of Soil Naman Agarwal M. Tech. student, Department of Civil Engg., G.B. Pant University of Agriculture & Technology, Pantnagar, India Abstract: Stone dust is a kind of
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percentage of stone dust and found that by addition of stone dust plasticity characteristics were reduced and CBR of the mixes improved. Addition of 25-35% of stone dust makes the gravel soil meet the specification of MORTH as sub-base material. Roobhakhshan and Kalantari (2013) conducted consistency limit, standard compaction test, unconfined
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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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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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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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percentage of stone dust in concrete as shown in table 3. It indicates at a constant dose of super plasticizer (i.e., at 0.8% by weight of cement) the workability of concrete decreases rapidly with increment of stone dust in mixture. At high percentage level of stone dust the slump is zero (i.e., no slump)
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The percentage of stone dust by dry weight of soil was taken as 10%, 20%, 30%, 40% and 50%.The first series of compaction, specific gravity and CBR tests were conducted on the soil and the same tests were conducted in the second series on soil samples mixed with 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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Unit weight or density is used to quantify the weight per unit volume of an object. When it is expressed in the basic SI Unit of mass (kg/m 3), it is usually referred to as density, but when expressed in terms of weight (kN/m 3), it is usually referred to as unit weight.
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ABSTRACT: In the present study Black Cotton Soil was stabilized with a mixture of lime and Stone Dust. First an optimum value of lime was determined on the basis of some geotechnical properties of mixture of lime and Black Cotton Soil. Then Stone Dust was mixed upto 25% by weight with an increment of 5% in the optimized mixture of
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and stone dust was used as waste to combine with soil to study the compaction characteristics and CBR value of soil. Egg shell powder 2, 4, 6, 8, 12, 16, 20 % and stone dust 10, 20, 30 % were added by weight of samples. The results of standard proctor test show that maximum dry density of soil decreases, while optimum moisture content
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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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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-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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Benefits Of Using Crusher Stone Dust. Benefits Of Using Crusher Stone Dust 849 Words 4 Pag done to explore the benefits of using crusher stone dust in concrete unit to enhancing the properties of concrete like compressive strength, flexural strength, etc replacing cement / fine aggregate by weight or by volume...
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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.
احصل على السعرالحصول على الاقتباسWhatsAppلدينا الكسارات الفكية، الكسارات الصدمية، الكسارات المخروطية، محطات التكسير المتنقلة وخطوط إنتاج الحجر والمعادن المختلفة، آلات صنع الرمل، إلخ. مرحبا بكم في الاتصال بنا للشراء.
رقم 1688، طريق شرق غاوكي، منطقة بودونغ الجديدة، شنغهاي، الصين