Study of the Compressive Strength of Concrete Using Marble, Granite and Recycled Aggregates with Polypropylene Fiber

- Marble Industry produces large amount of waste during mining and processing stages. This waste is dumped on to open land which creates a lot of environmental problems We get recycle aggregate from the old dumped structures and buildings. The main objective of this study was utilization of marble, granite and recycled aggregate waste with polypropylene fiber as a replacement for conventional natural coarse aggregates in concrete. Experimental investigations were carried out to examine the feasibility of use of marble, granite and recycled aggregates waste as coarse aggregates in concrete. Conventional natural coarse aggregates was fully replacement by marble in different percentages 0-60% , granite 0-30% and recycle aggregates 0-40% with polypropylene fiber less than 1% by weight. The concrete formulations were prepared with a constant water. Abstract : the main objective of this study was utilization of marble, granite and recycled aggregate waste with polypropylene fiber as a replacement for conventional natural coarse aggregates in concrete. Literature Review This chapter includes summary of various relevant research conducted and published in literature Worldwide.


I. INTRODUCTION
In the modern era construction Industry is growing very enormously In the modern era construction Industry is grow In the modern era construction Industry is growing very enormously Use of recycled concrete aggregate or other waste materials such as marble coarse, granite coarse and recycled coarse aggregates etc in the production of concrete for the construction of civil structures is a subject matter of significant concern. Mixing of supplementary materials in concrete and mortar affects its compressive strength, workability, and other physical and chemical properties. Fully replacement of coarse aggregates from marble coarse, granite coarse, recycle coarse aggregates and polypropylene When a matrix is reinforced due to short fibbers, the following improvement can be seen: ➢ Strengthening of the matrix. Polypropylene Fibres added to the concrete improve the parameters of a fresh concrete.
Fibres have a relatively little effect on the compressive strength of concrete before freezing. Fully replacement of coarse aggregates from marble coarse, granite course, recycle coarse aggregates and polypropylene fiber. By utilizing waste marble and granite and recycled aggregates we are saving Natural aggregates. This reduction in amount of aggregate further decreases the manufacturing cost and thus reduces the waste emissions. Present analysis allows a 100 percent replacement of Natural aggregates used in the concrete mix when replaced while a watchfully designed mixture of materials. Recycled coarse aggregates obtained from old demolish concrete structure can be effectively used in manufacturing of concrete similarly waste marble and granite obtained from industries can be used in new concrete, The following materials are used for the preparation of fiber reinforced concrete.

III. OBJECTIVE
The main purpose of this study is to explore the possibility of utilizing waste marble course, granite coarse and recycled coarse aggregate (RCA) concrete in production of concrete. The main purpose of this study is to explore the possibility of utilizing waste marble course, granite coarse and recycled coarse aggregate (RCA) concrete in production of concrete. 1. To study of the Compressive strength of concrete using marble, granite and recycled aggregates with polypropylene fiber. 2. To investigate the influence of fully replacement of coarse aggregate with marble coarse, granite course and recycle coarse aggregate along with addition of polypropylene fiber. 3. To evolve a systematic methodology for comparing concrete mixes composed using waste materials with original concrete. 4. To find out the suitability of various waste materials in the construction industry. 5. To investigates the effect of replacing basic concrete ingredients with waste materials over a set of properties.

IV. EXPERIMENTAL SETUP AND METHODOLOGY
This study presents the general description of Parameters considered and testing techniques adopted in the present research. The whole methodology may be divided in different stages of work. The work starts with selection of waste marble, granite and recycled material next stage to perform basic test of materials followed by preparation of specimens and final stage of work to perform test. The following materials are used for the preparation of ftber reinforced concrete. The following materials are used for the preparation of ftber reinforced concrete.

Natural aggregates
Construction aggregates created from natural sources like gravel and sand, and extractive merchandise like stone.

➢ Manufactured aggregates
Aggregates factory made from handpicked present materials, by-products of Commercial processes or a mixture of those. ➢ Recycled aggregate Aggregates derived from the processing of materials previously used in a product and in construction.

Reused
By-product Aggregates produced from by-products of industrial processes.

POLYPROPYLENE FIBER
Polypropylene fiber concrete is flexible and might be employed in most applications. plastic fibre is additional to the concrete throughout batching. the capability of sturdy structure to resist Weathering action, chemical attack, abrasion and different degradation processes throughout its service life with the www.ijoscience.com 9 nominal maintenance is equally vital because the capability of a structure to resist the masses applied thereon.
Properties of Polypropylene Fibers 1. There is a satirically regular atomic arrangement in the polymer molecule and high crystallinity. Due to regular structure, it is known as isotactic polypropylene. 2. Water demand is no required for polypropylene fibbers.

PREPARATION OF FRESH CONCRETE
The ingredient of concrete is cement (OPC), fine aggregate (FA), marble coarse, granite coarse, recycle coarse aggregate (RCA), polypropylene fibber and water. Three different proportions of marble course, granite coarse recycle coarse aggregate (RCA) and polypropylene fibber were taken for casting of cube of specimens.

Testing of specimens:
After the curing of cubes for desired number of days the specimen is taken out of curing tank, wiped out with dry cloth to remove surface water and immediately placed under the testing machine.

Slump Cone Test:-
This test is conducted to determine the workability of concrete. its apparatus consists of a cone of 10cm top diameter, 20 cm bottom diameter, & 30 cm height as shown in fig.3-16. It has two handles for lifting purpose. Slump cone method is most common method used for measuring the workability and consistency of concrete which can be conducted either in laboratory or site of work. This test is not suitable for very wet and very dry concrete.

Compressive strength test:
It is the measure of resistance of hardened concrete towards compression. It is the most important characteristic of concrtc as the concrete structure experiences heavy compression, hence it is very important to determine tolerable limit of compressive load over concret Granite Granite is a type of igneous rock, found on Earth but nowhere else in the Solar System. It is formed from hot, molten magma. Its colour ranges from pink to grey, according to the proportions of its minerals.
The magma cools and converts slowly into solid Stone.

V. EXPERIMENT RESULT
The investigation consists of testing of concrete for compression and workability. For testing of compression, three different samples of cube were prepared, each sample consisting of six specimens of cube. Out of these six samples 3 specimens are tested for 7 days compressive test, and 3 specimens are tested for 28 days compressive test.

Slump Cone Test Results
The slump cone test results carried out on the various specimen of concrete of M25 grade are given in Table and shown in Figure  Throughout the research work water -cement ratio kept 0.55, for the proper workability of the hybrid fiber reinforced concrete.

Analysis of Compressive Strength
Following Nomenclature was adopted for testing of different types of mixes prepared by Replacement  And also save the economically efficient for construction. If we further research in this field it will be helpful to minimize waste from industries and to save environment. REVIEW Introduction: Presents the general background related to the topic of research and thesis. Abstract : the main objective of this study was utilization of marble, granite and recycled aggregate waste with polypropylene fiber as a replacement for conventional natural coarse aggregates in concrete. Literature Review This chapter includes summary of various relevant research conducted and published in literature Worldwide.
• Waste marble aggregate and granite by use replacement of natural coarse aggregate and also check compressive strength.
• Recycle aggregate also use to partially replacement of natural aggregate.
• Over the last few decades, there has been a tremendous growth in the study of hybrid reinforced concrete. Objective The main purpose of this study is to explore the possibility of utilizing waste marble coarse, granite coarse and recycled coarse aggregate (RCA) concrete in production of concrete.
Methodology This chapter presents the general description of Parameters considered and testing techniques adopted in the present research.

EXPERIMENTAL INVESTIGATION
The whole experimental methodology is completed in various stages. Determining the Compressive strength of reinforced concrete by adding steel and for the glass fibers in different proportions. So the entire methodology can be spit in following major categories for the execution of work which is corresponded to flow chart.

RESULT Slump Cone Test Results
The slump cone test results carried out on the various specimen of concrete of M25 grade Throughout the research work watercement ratio kept 0.55, for the proper workability of the hybrid fiber reinforced concrete From the. www.ijoscience.com 11 VI. CONCLUSION ➢ Waste marble aggregate and granite by use replacement of natural coarse aggregate and also check compressive strength. ➢ Recycle aggregate also use to partially replacement of natural aggregate. ➢ Over the last few decades, there has been a tremendous growth in the study of hybrid reinforced concrete. ➢ It is clear that the concept of hybridizing fibbers is a sound one and significant ➢ Improvements have been reported by various investigations. ➢ Varieties of fibbers such as polypropylene and steel were successfully used as hybrid for the fabrication of composites. ➢ When fibbers added in certain percentages in the concrete improve the strain properties as well as crack resistance, ductility and toughness. Experimental investigation usefulness of marble coarse granite coarse, Recycle coarse aggregate and Polypropylene fibber as construction material was investigated. Various concrete cubes have been casted using these materials to investigate compressive strength. Slump values were also examined. parameters for injestion molded Polypropylene marble composites with multi objective Genetic Algorithm" IEEE 2016