International Journal of Scientific and Research Publications, Volume 5, Issue 7, July 2015 1 ISSN 2250-3153 Partial Replacement of Sand by Quarry Dust in Concrete Sumit L. Chauhan, Raju A.Bondre Assistant Professor P. I. G. C. E. Nagpur Abstract- The paper describe the role of quarry dust In the of various complex silicates are formed, causing the mass to construction of buildings and other ...
From the results of the experimental study, the following conclusions were drawn on concrete when quarry dust and fly ash are added in different proportions. 1) With the addition of 15% of fly ash and 15% of quarry dust the compressive strength increases to 22% then control mix M40 grade at 28 days.
and 3% for quarry dust concrete and conventional concrete respectively. It could be concluded that the water absorption of quarry dust concrete is slightly higher than conventional concrete. 3. Materials and Methods 3.1. Materials The materials used for research are basically 10mm washed gravel all round aggregate collected from Emoha as
3.2 QUARRY DUST Quarry dusts are also one of the main ingredients of the Geo-polymer concrete which helps in bonding between aggregate and fly ash properly. The size of Quarry dust is used in work is lower than 4.75mm sieve. IS:383 1963 defined the Quarry dust which will passes through 4.75mm IS sieve and retained over 75μΜ IS sieve is known ...
Concrete Containing Quarry Dust as Fine Aggregate, 2008.  Joel Manasseh, Have Investigated the Suitability of Crushed Granite Fines to Replace River Sand in Concrete Production for Rigid Pavement, 2010.  Murugesan et al., Examined the Effect of Super Plasticizer in Quarry Dust replaced Concrete, 2006. Radhikesh et al
DOI: 10.21884/IJMTER2016.3007.5ENIU 50 An Experimental Study on Inhibitors in Quarry Dust Replaced Concrete Gokila G1 and Dineshkumar G2 1, 2Department of Civil Engineering, K.S.R. College of Engineering, Tiruchengode, Tamilnadu Abstract—Concrete is a versatile material for the construction of various types of structures in civil engineering field.
Strength Studies On Geo-Polymer Concrete by using Fly Ash And Quarry Dust International Journal of Advanced Technology and Innovative Research Volume. 11, IssueNo.03, March-2019, Pages: 218-226 content less than 2%; whereas, Class F are generally low-calcium fly ashes with carbon contents less than 5% but sometimes as high as 10%.
QUARRY DUST: The consumption of cement content, workability, compressive strength and cost of concrete made with quarry dust were studied by researcher Babu K.K. et al.. The mix design was proposed by Nagraj et al.  shows the possibilities of ensuring the workability by wise combination of rock dust and sand reported
of concrete made of quarry dust and results were compared with the control concrete. It is found that the compressive strength of concrete made of quarry dust are nearly 40 % more than the control concrete. replacement material to sand as fin. Keywords— Concrete, Aerated concrete, ing agent, Bubbles.
The cement and quarry dust are both suitable for general purpose concrete works. Table 1: Chemical Properties of cement and Quarry dust used Component CaO Al 2 O 3 SiO 2 Fe 2 O 3 SO 3 Cl MgO TiO 2 K 2 O LOI Cement 64.34 4.51 20.79 2.64 1.48 0.03 1.66 - 1.26 1.7 Quarry dust 2.43 16.72 65.66 3.92 - - 3.56 2.21 0.88 -
The lightweight aggregate is an aggregate that weighs less than the usual rock aggregate and the quarry dust is a rock particle used in the concrete for the experimentation. The significant intention of the proposed technique is to frame a mathematical modeling with the aid of the optimization techniques. The mathematical modeling is done by minimizing the cost and time consumed in the case of ...
the title of the work and journal citation in the form of a proper scientific referencing. PROPERTIES OF MICRO FINE QUARRY DUST CONCRETE NUR HANANI ABDUL RAHIM1*, KARTINI KAMARUDDIN2, HAMIDAH MOHD SAMAN3 1, 2, 3 Universiti Teknologi MARA (UiTM), Shah Alam, Selangor, Malaysia Index Terms Micro Fine Quarry Dust Cement Replacement Compressive Strength
Objectives: In the present study, by-product of stone crushed, quarry dust is replaced as a fine aggregate with 20%, 30%, 40%, 50% replacement.Methods/Analysis: The fine aggregate is being replaced with fine aggregate and the compressive strength is determined for the concrete by testing the sample cube. The properties such as the specific gravity, fineness modulus, moisture content etc. are ...
Apr 08, 2015· Improved Concrete Properties Using Quarry Dust as Replacement for Natural Sand 1. International Journal of Engineering Research and Development e-ISSN: 2278-067X, p-ISSN: 2278-800X, Volume 11, Issue 03 (March 2015), PP.46-52 46 Improved Concrete Properties Using Quarry Dust as Replacement for Natural Sand Anzar Hamid Mir Student, Bachelor of Civil …
Mar 08, 2017· The study explains that quarry dust has required properties of fine aggregate and 50% of quarry dust can be replaced in sand to produce optimum strength of concrete. 25% replacement of quarrydust with fine aggregate gives same strength values as control mix Durability studies reveals that Ph value between 12.5 to
2.1 Quarry rock dust: The Quarry Rock Dust obtained from local resource Sri Kanaka Durga Fal-G Brick products, Visakhapatnam was used in concrete to cast test cubes and beams. The physical and chemical properties of Quarry Rock Dust obtained by testing the samples as per Indian Standards are listed in Tables 1 and 2, respectively.
Sep 11, 2019· river sand and 25% quarry dust), P3 (50% river sand and 50% quarry dust), P4 (25% river sand and 75% quarry dust) and P5 ( quarry dust). For each mixes, companion concrete cubes of size 100 × 100 × 100 mm were used and tested for their respective compressive strength as per IS 516:1959  at 3, 7 and 28 days, respectively.
found that the compressive and flexural strength of concrete made of Quarry Rock Dust are nearly 10% more than the conventional concrete (Suribabu et al., 2015). In the present study it is proposed to investigate the optimum replacement of river sand with stone dust for concrete in term of compressive strength performance at 7 days and 28 days. II.
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