scholarly journals Improving Durability Properties of Concrete by using Quarry dust and Waste Plastic as Fine Aggregate

2019 ◽  
Vol 8 (6S4) ◽  
pp. 111-115
Keyword(s):  
Optical Microscopy ◽  
Fine Aggregate ◽  
Conventional Concrete ◽  
Waste Plastic ◽  
Know How ◽  
Durability Properties ◽  
Quarry Fines ◽  
Time Allotment ◽  
Ldpe Composites ◽  
Quarry Dust

The degree of this view is to redesign the undertaking capacity of the supportable use of quarry soil, and to discover any gaps in present day-day know-how. The time allotment affordable usage construes the utilization of quarry buildup to their complete capacity to meet the dreams of the overwhelming, on a comparative time as on the vague time keeping up customary resources and finding strategies to restrain the natural impacts related both with quarry fines gathering and use. Solid mixes had been casted the use of standard stream sand and in evaluation with 25%,50%,75%, 100% open entryway with quarry soil in blend with waste plastic in fabriform. . The development of quarry dust near to squander plastic certainly improved the strong structure homes with respect to power and vulnerability block. The development of significant worth quarry dust with ldpe as waste plastic in strong incited impelled system densification in assessment to conventional concrete. System densification has been considered abstractly through petro graphical test using virtual optical microscopy. The shape modified into evaluated using SEM in quarry dust and ldpe composites.

scholarly journals Sustainable Materials -Quarry Waste and Waste Plastic as Fine Aggregate for Improving Elastic Properties of Concrete

2020 ◽  
Vol 9 (5) ◽  
pp. 1442-1451
Keyword(s):  
Modulus Of Elasticity ◽  
Full Potential ◽  
Fine Aggregate ◽  
River Sand ◽  
Natural Sand ◽  
Conventional Concrete ◽  
Waste Plastic ◽  
Quarry Fines ◽  
Ldpe Composites ◽  
Quarry Dust

The present paper focuses on the effective utilization of byproduct of stone mines and waste plastic causing harm to the environment. It signifies sustainable utilization of quarry dust to their full potential to meet the needs of the present, while at the same time conserving natural resources and finding ways to minimise the environmental impacts associated both with quarry fines production. Mathematical modeling for interpreting modulus of elasticity of concrete mixes using ordinary river sand and compared with 0, 25%,50%,75%, 100% replacement with quarry dust in combination with waste plastic in fabriform is discussed. The addition of fine quarry dust with ldpe as waste plastic in concrete resulted in improved matrix densification compared to conventional concrete as well as . Matrix densification has been studied qualitatively through petro graphical examination using digital optical microscopy. The structure was evaluated using SEM in quarry dust and ldpe composites. It is observed that the modulus of elasticity values found to be maximum for 50% replacement of natural sand by quarry dust and waste plastic. The effects of quarry dust on the elastic modulus property were found to be consistent with conventional natural sand.

scholarly journals Performance of Concrete with Waste Plastics and M-Sand as Replacement for Fine Aggregate

2020 ◽  
Vol 9 (2) ◽  
pp. 1667-1669
Keyword(s):  
Cost Effective ◽  
Raw Material ◽  
Partial Replacement ◽  
Fine Aggregate ◽  
River Sand ◽  
Split Tensile Strength ◽  
Conventional Concrete ◽  
Waste Plastic ◽  
Fine Aggregates ◽  
Territorial Government

In recent days, there is an intense need for an alternate cost effective and sustainable raw material for concrete which does not make the structure inferior in strength. An experimental study on the utilization of the waste plastic and M-sand in the place of river sand and aggregate partially was performed in paper. In the scenario of scarcity of river sand due to the territorial government action and restriction of usage because of the eco and environmental consideration, M-Sand is found to be an effective replacement and cost effective material. Concrete specimens were casted with combination of M-sand and plastic waste with 5%, 10%, 15%, 20% and 25% and compared against control mix. Cube test for compressive strength study, cylinder test for split tensile strength study and prism test for flexural strength study were done with the proposed concert mixture. All the specimens and tests were done for different curing period of 7, 14 and 28 days. The results obtained from the proposed mix of concrete are compared with the conventional concrete mix specimen respectively. The replacement of fine aggregates reduces the quantity of river sand to be used in concrete and also plastic fibres are proved to be more economical. Positive performance of the concrete with waste plastic and M-Sand as partial replacement of river sand was observed on all the experiments and found optimal in sustainable and economical performance.

scholarly journals Strength Properties of Concrete by using Flyash, Quarry Dust and Crumb Rubber

2019 ◽  
Vol 9 (1) ◽  
pp. 1290-1294
Keyword(s):  
Fly Ash ◽  
Coarse Aggregate ◽  
Crumb Rubber ◽  
Strength Properties ◽  
Waste Materials ◽  
Fine Aggregate ◽  
Conventional Concrete ◽  
Cost Of Construction ◽  
Day By Day ◽  
Quarry Dust

As construction in India and other developing countries are increasing, the consumption of energy and resources are also increasing in same alarming way. Due to urbanization many industries are developed and the industrial wastage is also increasing day by day which is a serious concern to the environment. Many industries produce various end products, which may be used in construction industry at various places. So we focused on some of the waste materials which can be replaced in conventional concrete, and by then cost of construction can be reduced and is economical, also damage caused to the environment can also be reduced, at the same time landfills can also be reduced. So, we focused on reducing the virgin materials in concrete like cement, fine aggregate and coarse aggregate by replacing them with some waste materials which have same properties of cement, fine aggregate and coarse aggregate. The objective of the present work is to find out the effectiveness of fly ash, quarry dust and crumb rubber by replacing them in varied percentages. Here, cement is replaced by fly ash with percentages as 30%, 40%, 50%, 60% and quarry dust as fine aggregate with percentages of 20%, 30%, 40%, 50% along with crumb rubber as coarse aggregate with percentages as 5%, 10%, 15%, 20%. The results in this study have shown a gradual reduction of compressive strength as we kept on adding the crumbed rubber. Even though the strength obtained for 5% usage of crumbed rubber was quite satisfactory.

Strength of Concrete with Ceramic Waste and Quarry Dust as Aggregates

2013 ◽  
Vol 421 ◽  
pp. 390-394 ◽  
Author(s):  
Abdullah Mohd Mustafa Al Bakri ◽  
M.N. Norazian ◽  
M. Mohamed ◽  
H. Kamarudin ◽  
C.M. Ruzaidi ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Coarse Aggregate ◽  
Industrial Wastes ◽  
Crushed Stone ◽  
Fine Aggregate ◽  
Conventional Concrete ◽  
Ceramic Waste ◽  
Compressive Strength Of Concrete ◽  
Quarry Dust

This research focuses on a study of the strength of concrete with ceramic waste as coarse aggregate and quarry dust as fine aggregate. The sources of ceramic waste and quarry dust are obtained from the industrial in Malaysia. Presently, in ceramics industries the production goes as waste, which is not under going the recycle process yet. In this study an attempt has been made to find the suitability of the ceramic industrial wastes and quarry dust as a possible replacement for conventional crushed stone coarse and fine aggregate. Experiment were carried out to determine the strength of concrete with ceramic waste coarse aggregate and quarry dust fine aggregate to compare them with the conventional concrete made (with crushed stone coarse aggregate). From the results show that compressive strength of concrete with quarry dust as aggregates is the highest with 30.82 MPa with density 2251.85 kg/m3. This show, ceramic waste and quarry dust can be alternative aggregate for comparable properties.

scholarly journals Investigative Analysis on The Properties of Concrete Replacing Fine Aggregate with Bottom ASH and Quarry Dust

2019 ◽  
pp. 22-44
Author(s):  
D. R. Sasirekha ◽  
S. Thejaswini
Keyword(s):  
Fly Ash ◽  
Bottom Ash ◽  
Coal Ash ◽  
Present Condition ◽  
Sustainable Construction ◽  
Fine Aggregate ◽  
River Sand ◽  
Conventional Concrete ◽  
Coal Bottom Ash ◽  
Quarry Dust

In present condition to full-fill the demand of sustainable construction, concrete made with different materials is the best choice for the construction industry. Generally, we use materials which are required for conventional concrete and addition to those we replace the low-cost materials such as bottom ash in this project we replace the coal bottom ash & quarry dust to the fine aggregate by variable percentages. Coal bottom ash is the by-product of coal combustion. The rock detritus filled in the fishers of coal become separator from the coal during pulverization. In the furnace, carbon, other combustible matter burns, & the non-combustible matter result in coal ash. The coal ash collector from the electro static precipitators is called fly ash. coal bottom ash constitutes about 20% of coal ash and the result is fly ash. The perfect substitute for reverse sand is quarry dust it is the one of the ingredients in manufacture of concrete the crusher dust is known as quarry dust can be used as alternative material to the river sand. quarry dust possesses similar properties as that of river sand, hence accepted as a building material. The aggregate replaced with concrete in various percentages as both BA and QD (10%,20%&30%). All replacements where done to the m30 grade of concrete. the concrete has been replaced by coal bottom ash accordingly to the percentage, and fine aggregate has been replaced by quarry dust in percentage. concrete mixtures where produced, tested & compared in terms of compressive strength, tensile, flexural strength are evaluated. The curing of cubes, cylinders, & beams is 7days 28days & 90days.

scholarly journals Durability Evaluation in Concrete Using Cracked Permeability and Chloride Permeability Tests

2013 ◽  
Vol 2013 ◽  
pp. 1-8
Author(s):  
V. M. Sounthararajan ◽  
A. Sivakumar
Keyword(s):  
Water Permeability ◽  
Concrete Specimen ◽  
Chloride Permeability ◽  
River Sand ◽  
Natural Sand ◽  
Conventional Concrete ◽  
Durability Properties ◽  
Strength And Durability ◽  
Concrete Matrix ◽  
Quarry Dust

The objective of this study is to identify the possibilities of utilizing the quarry dust in concrete to obtain an improved strength and durability properties of concrete. In the present study, the addition of quarry dust as alternative for natural sand has been investigated, and the durability properties of concrete were evaluated systematically by means of cracked water permeability and rapid chloride permeability tests. The permeability of concrete was assessed with initial stress applied to the concrete specimen and later checked for water permeability. Concrete mixes were casted using ordinary river sand and compared with 100% quarry dust substituted concrete. The addition of quarry dust significantly improved the concrete matrix properties in terms of strength and permeability resistance. The addition of fine quarry dust in concrete resulted in improved matrix densification compared to conventional concrete. Matrix densification has been studied qualitatively through petrographical examination using digital optical microscopy.

scholarly journals Performance of Photocatalytic Concrete using Sinicon PP, Rice husk ash and Titanium-dioxide

2020 ◽  
Vol 8 (6) ◽  
pp. 5719-5724
Keyword(s):  
Titanium Dioxide ◽  
Rice Husk ◽  
Rice Husk Ash ◽  
Fine Aggregate ◽  
Light Weight ◽  
Conventional Concrete ◽  
Durability Properties ◽  
Catalytic Material ◽  
Nano Material ◽  
Photocatalytic Concrete

The Photocatalytic Concrete helps to reduce the air temperature in urban environment and eventually reduce quantity of smoke. Titanium Dioxide (Tio2 ), a nano material was used as a catalytic material to produce Photocatalytic concrete, In this study, M20 grade concrete was prepared by partially replacing. Fine aggregate with sinicon PP at varying proportion of 0%, 5%, 10%, 15% and 20%, which is light weight material and has very low specific gravity compared to normal fine aggregate and also the cement being constantly replaced by Tio2 and Rice husk ash as 1% and 10% respectively. The effect of Tio2 , Sinicon PP and Rice husk ash was investigated through mechanical and durability properties and also emission test was carried out to compare the amount of gases released in both conventional concrete and photocatalytic concrete

scholarly journals Strength and Durability Properties of Concrete with Partially Replaced Cement with Egg Shell Powder and Fine Aggregate with Quarry Dust

2019 ◽  
Vol 8 (10) ◽  
pp. 4585-4590
Keyword(s):  
Strength Properties ◽  
Partial Replacement ◽  
Fine Aggregate ◽  
Cement Ratio ◽  
Durability Properties ◽  
Egg Shell ◽  
Strength And Durability ◽  
Day By Day ◽  
Shell Powder ◽  
Quarry Dust

In present scenario concrete is highly consumed material in construction field due to its advantages, because of this the natural resources are depleting day by day at an alarming rate and there is an immediate need for finding alternate materials to the natural materials in concrete. In this paper an effort is made to find alternate partial replacement materials for cement and fine aggregate (FA). M40 grade concrete is adopted and the cement was replaced with egg shell powder with different percentages of 5%, 10% and 15%. The optimum percentage egg shell powder (ESP) is obtained at 10%. At optimum ESP the FA is replaced with Quarry Dust (QD) with percentages of 25%, 50%and75%. The maximum strength properties are obtained at 10% ESP and 50% QD and the concrete is also durable at 10% ESP and 50% QD with Water Cement Ratio is 0.38.

scholarly journals Water Absorption of Incorporating Sustainable Quarry Dust in Self-Compacting Concrete

2021 ◽  
Vol 945 (1) ◽  
pp. 012037
Author(s):  
A A Dyg Siti Quraisyah ◽  
K Kartini ◽  
M S Hamidah
Keyword(s):  
Water Absorption ◽  
Hardened Concrete ◽  
Fine Aggregate ◽  
Concrete Durability ◽  
Self Compacting Concrete ◽  
Concrete Technology ◽  
Natural Sand ◽  
Conventional Concrete ◽  
Water Absorption Test ◽  
Quarry Dust

Abstract In construction industry nowadays, self-compacting concrete (SCC) is a concrete technology innovation which gives more benefits over conventional concrete. SCC was invented to improve concrete durability without using any vibrator while placing it into formwork. In order to conserve natural sand, quarry dust (QD) as a waste and sustainable material has been incorporated to replace fine aggregate in SCC. In this study, conventional concrete and quarry dust in self-compacting concrete (QDSCC) mixes consist of 0%, 10%, 20%, 30%, 40% and 50% QD were prepared. The workability test was conducted to determine the performance of fresh concrete and ensuring all the QDSCC properties follow the acceptance criteria for SCC. Meanwhile, the hardened concrete specimens were water cured for 7, 28 and 60 days to conduct water absorption test. This research aim is to determine water absorption of incorporating sustainable QDSCC. Thus, it resulted that 50% of QDSCC has achieved the lowest water absorption of QDSCC as compared to other dosages. Finally, sustainability in concrete technology can be promoted by incorporating QDSCC.

scholarly journals Study on the Behavior of Rigid Pavement Using Quarry Dust as a Partial Replacement of Sand and Sulfonated Naphthalene Formaldehyde (SNF) as an Admixture

2021 ◽  
Vol 889 (1) ◽  
pp. 012067
Author(s):  
Khundrakpam Binod Singh ◽  
Avani Chopra
Keyword(s):  
Maximum Strength ◽  
Mix Design ◽  
Target Strength ◽  
Partial Replacement ◽  
Fine Aggregate ◽  
Natural Sand ◽  
Conventional Concrete ◽  
Rigid Pavement ◽  
Concrete Mix Design ◽  
Quarry Dust

Abstract Quarry dust is considered as a possible source of natural sand or fine aggregate in concrete construction work. This could reduce the problem of dumping of quarry dust as a byproduct from stone crusher factory. The experimental work investigates the optimum quarry dust percentage which can be adopted as replacement of fine aggregate in concrete mainly for rigid pavement. The quarry dust is added at different percentages of 0%, 20%, 40%, 60%, 80%, and 100% replacement of fine aggregate for M35 grade concrete thereby to find out the optimum content of quarry dust that can give better strength in concrete. Mix design has been developed for M35 grade of concrete as per IRC 044 – 2017(Mix Design for Concrete Pavement) and mix design ratio is found as 1: 1.6: 2.62 by using Sulfonated naphthalene formaldehyde (SNF) as an admixture at 1%, and 2%. The required water cement ratio was obtained as 0.39 according to table no.9 of IRC 044 for the target strength of 42.5 N/mm2. Optimum strength and workability test values of concrete made up for various proportions of quarry dust along with SNF are compared with conventional concrete of natural fine aggregate after 7 days and 28 days curing. It is found that the strength increased with the increase in curing time and the maximum strength at 28 days curing and 60% quarry dust replacement with 2% addition of SNF. The maximum strength of quarry replaced concrete is obtained as 40.3MPa, 5.6MPa, and 5.1MPa for compressive, flexural, and split tensile respectively.

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