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Sustainable Construction Materials

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The assignment content emphasizes the importance of reducing, reusing and recycling materials in civil engineering applications. It highlights various strategies to minimize waste generation during construction projects, such as planning, specification, and contracting. The reuse of hazardous wastes is also discussed, with a focus on the benefits of using recycled materials, including cost savings and environmental sustainability. Additionally, the content touches on the potential drawbacks of reusing waste materials, including concerns about their natural impact and durability.

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A Review on the Applications of Re-Using Hazardous Wastes
in Civil Engineering

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Abstract: Hazardous waste (HW) disposal has caused serious concerns to the environment,
but these materials could be used in making road pavements and other construction activities
so as to help better the environmental quality. Hazardous waste management has assumed
global importance and it could be effectively implemented by setting up an efficient waste
management system in industries which produce such wastes. The most important aim of
hazardous waste management is recycling and re-using it efficiently. Substitution of waste
materials will preserve decreasing assets, and will maintain a strategic distance from the
natural and biological harms caused by the misuse and mining of the crude materials for the
production of concrete. Waste materials are used to create fillers and other components
necessary to make concrete. Utilization of waste items is not just a fractional answer for
natural and biological issues and it fundamentally enhances the properties of cement by
improving its microstructure. The yield of waste materials is greater than that generated by
concrete and other development materials used in structural designing exercises. In this way,
utilization of waste materials not exclusively to influence the bond to concrete more
affordable, however to give a mix of Portland concrete and customized properties of waste
materials is capable of producing concrete with reasonable strength. This paper deals with the
application of waste materials as a green idea in civil engineering, which reduces ecological
contamination.
Introduction
Late decades have seen a checked upsurge in mechanical and monetary development,
adding to an enhanced personal satisfaction and prosperity for residents. In any case, we
ought not dismiss the way that each generation framework makes side-effects and waste
items which can influence the earth. These impacts may happen anytime in the item's life-
cycle, in the case of amid the underlying period of acquiring crude materials, amid the change
and generation stage, amid item appropriation or when the end client must discard items
which are never again required.
Hazardous waste can be classified into three categories as generalized, exclusionary
and inclusionary. Generalized HW affect living things and property adversely, exclusionary
HW affect are those wastes excluded by sewage systems and landfills. There are three types
of inclusionary HW namely, Generic, Constituents and Characteristics (White and
Heckenberg, 2011). Such wastes can be managed in an environment friendly manner by
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minimizing its generation in a systematic and scientific manner (Saxena and Gupta, 2008).
Another method of waste management is by re-using the generated wastes. Wastes can be
used to replace construction materials like coarse, fine and cement aggregates depending
upon their specific gravity and fineness. The pH value of HW is high thereby increasing its
reactivity by varying the temperature. The strength of HW containing pozzolonic properties
are high due to plasticity and fineness but reduces the durability.
Literature Review
Civil Engineering development movement is continuously connected with new
improvement and ventures. This can be a lodging venture, modern framework control plants,
docks and harbor works and so on., expansive amounts of customary development materials
like aluminum, steel, wood, stones, sand, earth, bond solid, blocks are utilized (Vigneswaran,
2009). Manageable advancement implies a pledge to finding what's more, utilizing assets that
are sustainable, for which there is a critical need to reuse waste materials which are accessible
after devastation and recharging of old structures (Zule et al., 2007). Likewise, other
mechanical and agro-squander materials could be suitably used in civil development works.
Along these lines, the strength of these materials and the monetary suitability of such
applications needs further examination.
An imperative clear favorable position is that with reusing of stone, total, blocks and
so forth quarrying and digging for stones, and will be diminished. Along these lines the earth
surface can be additionally, spared and natural unsettling influences on record of this
movement would diminish. For illustration, crude material for blocks fabricating is absolutely
earth based. Reuse of blocks implies lesser potential outcomes of expelling fruitful earth, soil
grass cover and forestation. This will limit ecological obliteration in finished all terms. With
expansive volume of building works, and the urgent need to meet the demands, it is watched
that there can be expansive uncontrolled development of block ovens, contributing to
ecological decay.
Different types of waste materials namely rice husk ashare, reclaimed asphalt
pavement, crushed glass, silica fume, cement kiln dust, steel slag, blast-furnace slag, fly and
bottom ash, ground tire rubber and tire shreds used in civil engineering applications (Prezzi et
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al, 2011). As the usage of these wastes increase the exploitation of natural resources decrease.
Some of the industrial wastes that are used for construction purpose are (Ramesh et al, 2014).
Silica fumes obtained during the production of silicon alloys and could be used in
cement production.
Copper slag obtained during smelting and refining of copper could be utilized as a
substitute for Portland cement.
Red mud produced during the production of alumina powder from Bauxite using
Bayer’s process could be used as mortar, bricks and in production of cement.
Fly ash produced by thermal power plants which could be used as additives for
producing cement.
Recycled aggregates could be used in road and building construction, rail projects,
flood defenses, geotechnical works and so on (Gagan and Arora, 2015).
Some of the advantages of re-using and recycling wastes are as follows (Eslamian,
2016).
Generation of new employment opportunities by creating new field of work.
Reduction in usage of natural resources.
Reduction in the necessity for disposal site for disposing the waste materials.
Reduction in emission rates which is generated during the transportation and
production and of construction materials.
Decrease in environmental damages caused due to the disposal of waste materials.
The cost related to the purchase of new raw materials is also reduced.
Reduction of global warming and pollution.
There are a few impediments and that's just the beginning investigate is expected to
investigate further conceivable outcomes, financial matters related to reuse of these waste
materials should be evaluated effectively. The closeness of uncombined bond what's more,
different pernicious substances can make issues. The broken surfaces left in blocks and totals
may create powerless zones and the sturdiness of such reused material is directly hard to
evaluate (Selvam and Gopalakrishna, 2016). Hence, the present uses are restricted to
nonstructural application and development works.

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The reuse of waste materials could be significantly more confounded than the reuse of
items that were not disposed of and gathered in any case, since they cannot be effectively
expelled from controls on squander administration if the consequent proprietor discovers
them important (Safiuddin et al, 2010). The sensible reuse of waste can be esteemed as an
unlawful practice just in light of the fact that the substance was called squander in any case,
as exemplified in law contends there is something incorrect regarding any loss as a potential
natural risk since items and materials which are hazardous could be treated as potential risks
to the environment.
Studies have been carried out on the application of waste rubber aggregates in concrete.
The studies focus on the evaluation of mechanical properties and durability of concrete by
mixing concrete and rubber and testing specified shapes made from the material. (Ismail and
Hassan, 2016). Crumb rubber was used as the replacement for fine and coarse aggregate. The
rubber aggregate could enhance several properties of concrete such as energy absorption,
strain capacity, impact resistance ductility and so on (Ismail and Hassan, 2016).
Evaluation
Adding or reusing hazardous wastes in building construction has improved the quality of
building construction as suggested by the following works
The load carrying capacity of concrete increases with the addition of solid waste
fibers (Malagavelli and Paturu, 2011). The properties of aggregates improved by
applying a coating of waste plastic over the aggregates.
The durability of cement is increased by the addition of fly ash. If fly ash is used
properly, then the cost of cement could be saved which would reduce the cost of
consumption. Lime-fly ash concrete could be used to construct semi-rigid pavements
(Sagar, 2007).
The required characteristics of concrete could be achieved by using recycled
aggregates (Dhir and Paine, 2010). The performance of Crushed gravel could be
reproduced by using recycled aggregates (Marius et al., 2011).
The toughness of rubberized concrete was very high but the strength of rubberized
concrete decreases with increase in rubber content. As the amount of rubber in
concrete increases its strength and modulus of elasticity decreases (Zheng et al.,
2008). Addition of rubber in concrete also improves the cube compressive strength
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density and workability of concrete if it is added as over requirement but beyond a
point addition of rubber to concrete would create a negative impact (Mavroulidou et
al., 2010).
This is fundamental on the off chance that you need to limit the amounts of materials
required for the work. Reuse and recuperation functions admirably on structural designing
activities which produce expansive amounts of waste like structures, asphalts and earthworks
(Mehta et al, 2014). You ought to consider reuse and reusing of materials on location before
bringing in materials with high reused content, for instance:
Icy reusing of asphalts.
Pounding and screening arising for use as reused totals.
In-situ remediation or epitome of polluted land.
Utilizing geosystems to empower utilization of material on location.
Treating soils with cementitious specialists and utilizing using pressurized water
bound materials.
Fabricating soils nearby utilizing pas 100 manure.
Adjusting cut/fill amounts.
Outlining site design to utilize existing geology and highlights.
Reusing existing establishments, floor sections, asphalts, structures and waste.
You won't have the capacity to wipe out the import of materials totally yet you can utilize
materials with high reused content.
The evaluation of Crumb rubber as a potential replacement for fine and coarse aggregate
indicated a rise in the following properties of concrete namely toughness, flexural stiffness
and deforming capacity (Ismail and Hassan, 2016). The only constrain was that the
percentage of crumb rubber added should not be greater than 20%. (Ismail and Hassan,
2016). With increase in percentage of crumb rubber the properties named above tend to
reduce beyond acceptable limits.
Engineers can work with temporary workers to distinguish regions where squander is
probably going to happen and contribute plan choices and activities to lessen squander
through acquirement, for instance:
preparatory outline organizes - explore alternatives that are easy to develop and limit
squander
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nitty gritty outline arranges - create work successions and material coordination’s
designs that will limit squander
programming - guarantee work is productive, dodging superfluous waste by over the
top modify and accepting the open door to reuse materials
Outline decisions amid the definite plan stage will prompt the era of waste nearby - the
determination of work estimate for strengthened cement and the particular of geo-synthetic.
You can apply techniques to decrease squander through the accompanying:
Design - planning auxiliary components which can be developed effectively
Specification - composing more tightly particulars of work techniques to keep away
from squander and permit the utilization of reused materials
Contracts - empowering early contractual worker inclusion
You ought to empower the consideration of duties regarding diminishing waste in contracts
all through the inventory network.
Conclusion
The reuse of hazardous wastes in civil engineering applications is a direct result of the
prevention of these wastes from being dumped into landfills, the lower cost contrasted with
conventional development materials and appropriate engineering properties of the materials.
There are a few issues that emerge with the reusing of waste materials. The natural effects
related to the reuse of these materials are of prime concern. A decent dominant part of the
materials demonstrating potential for reuse originate from modern waste sources. These
materials will ordinarily have some natural concerns related with reusing them in civil
engineering applications. The strength of the waste materials could be improved by
calcination process. The required properties of normal concrete require proper water content.
There are chances that the reused materials reduce the durability of the final product. More
work has to be done to evaluate the actual performance of the products.
References
Dhir, R.K. and Paine, K.A. (2010). Value added sustainable use of recycled and secondary
aggregates in Concrete. Indian Concrete Journal. pp. 7-26.
Eslamian, S. (2016). Urban Water Reuse Handbook. London: CRC Press.

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Gagan and Arora, S. (2015). Recycled Aggregates: A Sustainable Solution of Construction
and Demolished Waste. IOSR Journal of Mechanical and Civil Engineering. pp. 58-63.
Ismail, M.K. and Hassan, A.A.A. (2016). Performance of Full-Scale Self-Consolidating
Rubberized Concrete Beams in Flexure. ACI Materials Journal. 113(2), pp.207-218.
Malagavelli, V and Paturu, N.R. (2011) Strength characteristics of concrete using Solid
Waste–an experimental investigation. International Journal of Earth Sciences and
Engineering. 4, pp. 937-940.
Marius, T.M. and Tadu, A. (2011). Use of recycled aggregates in Rigid Pavement
construction. Gheorghe Asachi Technical University of Lasi Bulletin. pp. 70-78.
Mavroulidou, M. and Figueiredo, J. (2010). Discarded tyre rubber as concrete material: A
possible outlet for used tyres. Global NEST Journal. 12(4), pp.359-367.
Mehta, G., Mehta, A. and Sharma, B. (2014). Selection of Materials for Green Construction:
A Review. IOSR Journal of Mechanical and Civil Engineering. 11(6), pp. 80-83.
Prezzi, M., Bandini, P., Carraro, J.A.H. and Monteiro, P.J.M. (2011). Use of Recyclable
Materials in Sustainable Civil Engineering Applications. Advances in Civil
Engineering [online]. Available at:
https://www.hindawi.com/journals/ace/2011/896016/ [Accessed 11 Sept. 2017].
Ramesh, M., Karthic, K.S., Karthikeyan, T. and Kumaravel, A. (2014). Construction
Materials from Industrial Wastes – A review of Current Practices. International
Journal of Environmental Research and Development. 4(4), pp. 317-324.
Safiuddin, Md., Jumaat, M.Z., Salam, M.A., Islam, M.S. and Hashim, R. (2010). Utilization
of solid wastes in construction materials. International Journal of the Physical
Sciences. 5(13), pp.1952-1963.
Sagar, A.K. (2007). Use of locally available materials: Fly ash for road construction works.
New Delhi: India Infrastructure Report.
Saxena, A.K. and Gupta, Y. (2008). Environmentally Sound Management of Hazardous
Wastes. Encyclopedia of Life Support Systems [online]. Available at:
http://www.eolss.net/Sample-Chapters/C09/E1-08-20-00.pdf. [Accessed 11 Sept.
2017].
Selvam, P.N. and Gopalakrishna, G.V.T. (2016). Recycle of E-Waste in Concrete.
International Journal of Science and Research. 5(4), pp. 1590-1593.
Vigneswaran, S. (2009). Water and Wastewater Treatment Technologies. Oxford: EOLSS
Publishers.
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White, R. and Heckenberg, D. (2011). What is Hazardous Waste and what makes it
hazardous? School of Sociology and Social Work University of Tasmania [online].
Available at:
http://www.utas.edu.au/__data/assets/pdf_file/0003/193413/Briefing_Paper_2_What_is
_hazardous_waste.pdf. [Accessed 11 Sept. 2017].
Zheng, L., Huo, X. and Yuan, Y. (2008). Strength, Modulus of Elasticity, and Brittleness
Index of Rubberized Concrete. Journal of materials in Civil Engineering. 20(11), pp.
692-699.
Zule, J., Cemec, F. and Likon, M. (2007). Chemical properties and biodegradability of waste
paper mill sludges to be used for landfill covering. Waste Management & Research.
25(6), pp. 538-546.
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