Published September 24, 2019 | Version v1
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Review of Brick Waste in Expansive Soil Stabilization and Other Civil Engineering Applications

  • 1. M.Sc Student, Department of Civil Engineering, College of Engineering, Al-Nahrain University, Baghdad, Iraq
  • 2. Assistant Professor, Department of Civil Engineering, College of Engineering, Al-Nahrain University, Baghdad, Iraq

Description

The expansive clay soils are spread in a large area all over the world. They are one of the predominated problematic soils which can change their volume and loss their shear strength when they exposed to water. Several methods have been used to mitigate the negative effects of expansive soil on civil engineering structures and constructions. Different materials have been applied in these stabilization methods (physical or chemical stabilization). Wastes from construction and demolition of the buildings are among these materials that used as soil stabilizer agents. This paper presents a critical review on one of construction and demolition wastes materials, i.e. brick waste, which is found in large quantiles. The characterization and utilization of brick waste in stabilization of expansive soil and other civil engineering applications was discussed and presented in this paper.

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References

  • Jones LD, Jefferson I (2012), "Expansive soils", ICE Publishing, pp. 413−441.
  • Al-Busoda BS, Abbase HO, "Measurements of suction and water content during saturation of compacted expansive soil", Diyala Journal of Engineering Sciences, 2015: 100-109.
  • Al-Jeznawi DA, Sanchez M, Al-Taie AJ, Zielinsk M (2019), "Experimental studies on curling development of artificial soils", Journal of Rock Mechanics and Geotechnical Engineering, To be published at https://doi.org/10.1016/j.jrmge.2019.02.006
  • Al-Taie AJ, Al-Busoda BS (2010), "Statistical estimation of the compressibility of Baghdad cohesive soil", Journal of Engineering, Volume 16, Issue 4, pp. 5863−5876.
  • Al-Taie AJ (2016), "Practical aid to identify and evaluate plasticity, swelling and collapsibility of the soil encountered In Badrah, Shatra and Nassirya cities", Journal of Engineering and Sustainable Development, Volume 20, Issue 1, pp. 38−47.
  • Lakshman S., Shraavan K S., Needhidasan S., (2018), "Stabilization of expansive soil using brick dust", International Journal of Pure and Applied Mathematics, Volume 119, Issue 17, pp. 903−910.
  • Abd EI-Aziz MA, Abo-Hashema MA (2013), "Measured effects on engineering properties of clayey subgrade using lime-homra stabiliser", International Journal of Pavement Engineering, Volume 14, Issue 4, pp. 321−332.
  • Malhotra BR, John KA (1986), "Use of lime –fly ash-soil-aggregate mix as a base course", Indian Highways, Volume 14, Issue 5, pp. 23−32.
  • Katti BK, Sankar AVS (1989), "A study on CBR strength characteristics of expansive soils with reference to brick and brick-lime stabilization", Indian Highways, Volume 17, Issue 6, pp. 33−52.
  • Otoko GR (2014), "Recycling of products of brick plants in Nigeria", European International Journal of Science and Technology, Volume 3, Issue 1, pp. 21−30.
  • Saand A, Zardari MA, Keerio MA, Shaikh SH, Bangwar DK (2018), "Suitability of brick kiln waste as a stabilizer to clayey soils", Scientia Iranica, Article in Press, DOI: 10.24200/SCI.2018.50198.1569.
  • Heikal M, El-Didamony H (2000), "Pozzolanic action of Homra with lime", Indian Journal of Engineering and Materials Science, Volume 7, pp. 154–159.
  • Al-Taie AJ, Al-Shakarchi YJ (2017), "Shear strength, collapsibility and compressibility characteristics of compacted Baiji dune soils", Journal of Engineering Science and Technology, Volume 12, Issue 3, pp. 767−779.
  • Gourley CS, Newill D, Shreiner HD (1993), "Expansive soils: TRL's research strategy", Proceedings of 1st International Symposium on Engineering Characteristics of Arid Soils,
  • Masoumeh M, Masoud D (2012), "Swell-Shrink behaviour of expansives soils, damage and control", Electronic Journal of Geological Engineering (EJGE), Volume 17, pp. 2673−2682.
  • Poon CS, Chan D (October 2006), "Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base", Construction and Building Materials, Volume 20, Issue 8, pp. 578−585.
  • Arulrajah J, Piratheepan T, Aatheesan, MW Bo (2011), "Geotechnical properties of recycled crushed brick in pavement applications", J. Mater. Civ. Eng., Volume 23, Issue 10, pp. 1444−1452. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000319.
  • Arulrajah J, Piratheepan M, M Disfani, MW Bo (2013), "Geotechnical and geo environmental properties of recycled construction and demolition materials in pavement subbase applications", Journal of Materials in Civil Engineering, Volume 25, Issue 8, pp. 1077−1088.
  • Arul Arulrajah, Mahdi M Disfani, Suksun Horpibulsuk, Cherdsak Suksiripattanapong, Nutthachai Prongmanee (May 2014), "Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications", Construction and Building Materials, Volume 58, pp. 245−257.
  • MM Disfani, A Arulrajah, H Haghighi Alireza Mohammadinia, Suksun Horpibulsuk (2014), "Flexural beam fatigue strength evaluation of crushed brick as a supplementary material in cement stabilized recycled concrete aggregates", Construction and Building Materials, Volume 68, Issue 15, pp. 667−676.
  • Md. Aminur Rahman, Monzur A Imteaz, Arul Arulrajah, Jegatheesan Piratheepan, Mahdi Miri Disfani (1 March, 2015), "Recycled construction and demolition materials in permeable pavement systems: geotechnical and hydraulic characteristics", Journal of Cleaner Production, Volume 90, pp. 183−194.
  • Lima JAR (1999), "Proposed guidelines for the production and standardization of recycled construction and demolition waste and its applications in montars and concretes", M.Sc. thesis. University of São Paulo, São Carlos, pp. 204. In Portuguese.
  • Nawagamuwa UP, Senanayake A, Rathnaweera T (2013), "Utilization of waste copper slag as a substitute for sand in vertical sand drains and sand piles", Proc. 18th ICSMGE,
  • Debieb F, Kenai S (May 2008), "The use of coarse and fine crushed bricks as aggregate in concrete", Construction and Building Materials, Volume 22, Issue 5, pp. 886−893.
  • Sachin N Bhavsar, Hiral B Joshi, Priyanka K Shrof, Ankit J Patel (2014), "Effect of burnt brick dust on engineering properties on expansive soil", International Journal of Research in Engineering and Technology, Volume 3, Issue 4, pp. 433−441.
  • Toryila TM (2016), :Expansive soil stabilization using industrial solid wastes a review", International Conference On Recent Trends in Engineering & Science (ICRTES - 16), Sponsored by Savitribai Phule Pune University, India, At Shree Ramchandra College of Engineering, Pune, India, Volume 4,
  • Depaa. Ra B (2013), "Stabilization of pavement material using waste brick kiln dust", International Journal of Engineering Research & Technology (IJERT), Volume 2, Issue 4, ISSN: 2278-0181, Department of Civil Engineering, R.M.K Engg College, Chennai.
  • Wanare RS (2018), "Behavioural study of black cotton soil with brick kiln dust and fly ash", International Journal of Geological and Geotechnical Engineering, Volume 4, Issue 2,
  • Reddy SS, Prasad ACSV, Krishna NV (2018), "Lime-stabilized black cotton soil and brick powder mixture as sub base material", Advances in Civil Engineering, Volume 18, pp. 1-10, Article ID 5834685.
  • Kumar A BG, Agrawal S, Dobriyal A (2018), "Stabilization of cohesive soil using demolished brick waste", Conference: Innovations and Advances in Civil Engineering Towards Green and Sustainable Systems INACES-2014,