International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 02 | Feb-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1316
A State of Art Review: On Usage of Waste Marble Powder In Concrete
Production
Arun Kumar
1
, Ankush Thakur
2
1
ME Final Year Student, Department of Civil Engineering, Chandigarh University, Department of Civil Engineering,
Mohali, Punjab, India
2
Asst Professor, Department of Civil Engineering, Chandigarh University, Department of Civil Engineering,
Mohali, Punjab, India
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ABSTRACT - The waste generated from the industries cause environmental problems. Hence the reuse of this waste
material can be emphasized. Marble Dust Powder (MDP) is a developing composite material that will allow the concrete
industry to optimise materiel use, generate economic benefits and build structures that will strong, durable and sensitive
to environment. MDP is by-product obtained during the quarrying process from the parent marble rock; which contains
high calcium oxide content of more than 50%. The potential use of MDP can be an ideal choice for substituting in a
cementitious binder as the reactivity efficiency increases due to the presence of lime. In this review paper, replacement of
waste marble powder with cement and other coarse aggregates were sum up. As per various studies, it was seen that the
waste MDP passing through 90 microns, has used for investigating of hardened concrete properties. Furthermore, the
effect of different percentage replacement of MDP on the compressive strength, splitting tensile strength (Indirect tensile
strength) & flexural strength has been observed. In this experimental study, the effect of MDP in concrete on strength is
presented.
Keywords – Marble Dust Powder (MDP), cement, Compressive strength, Tensile strength, flexural strength
1. INTRODUCTION
It has been approximated that into the millions a lot of MDP are created during quarrying globally. Hence usage of stone
powdered has become an important alternative material towards the effective usage in tangible for enhanced solidify
qualities of tangible. Marble is a metamorphic stone as a result of the modification of a genuine limestone. The cleanliness
of the stone is accountable for its colour and overall look it is white if the limestone is consisting completely of calcite
(100% CaCO3). Marble is used for development and decoration; stone is resilient, has a respectable overall look, and is
consequently in great demand. Chemical, glass beads are crystalline stones consisting primarily of calcite, dolomite or
course nutrients. The other mineral constituents vary from origin to origin. The main impurities in raw limestone (for
cement) which can affect the properties of finished cement are magnesia, phosphate, leads, zinc, alkalis and sulphides. A
variety of MDP is produced during the cutting process. The result is that the huge of stone spend which is 20% of total
stone quarried has achieved as high as large numbers of plenty. Making these spend products to the environment straight
can cause ecological issue. Moreover, there is a limit on the accessibility of natural total and nutrients used for making
concrete, and it is necessary to reduce energy intake and exhaust of co2 causing from development procedures, fix for your
issue are desired through utilization of MDP as limited alternative of Beaverton slag concrete. In India, MDP is settled by
sedimentation and then dumped away which results an environmental pollution, in addition to forming dust in summer
and threatening both agriculture and public health. Therefore, utilization of the MDP in various industrial sectors
especially the construction, agriculture, glass and paper industries would help to protect the environment. waste can be
used to generate new items or can be used as admixtures so that organic sources are used more effectively and the
surroundings remains safe and secure from waste remains.
2. MATERIAL, SITE DESCRIPTION, AND EQUIPMENTS
Material
Cement:
OPC (ordinary Portland cement) - conforming to IS:8112-1989 (BIS, 2005) is used in this study.
Coarse aggregates:
Coarse aggregates of size 10-20 mm is used.