Behavior of Self-compacting Mortars Based on Waste Brick Powder

Author(s): Mohammed Si-Ahmed*, Said Kenai

Journal Name: Current Materials Science
Formerly Recent Patents on Materials Science

Volume 13 , Issue 1 , 2020

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Graphical Abstract:


Abstract:

Aims: Study the performance of self-compacting mortar (SCM) using waste ground brick as cement replacement material.

Background: Large amounts of brick waste are produced in brick manufacturing plants and construction and demolition sites. The use of these bricks as partial substitution to natural aggregates or after crushing as fines for partial cement substitution could contribute to reduce the problem of waste storage and environmental pollution as well as in the conservation of natural resources.

Objective: The objective of this paper is to study the effect of adding waste ground brick on the performance of SCM at the fresh and hardened state.

Methods: It is an experimental investigation where mortar specimens where cement was partially substituted by crushed recycled bricks fines recovered from a brick plant. The level of substitution was either 0%, 5%, 10%, 15% 20% and 25% by weight of cement. Workability was measured by slump flow and flow time by V-funnel test. Compressive strength and water absorption by capillary were measured on 40x40x160 mm3 prismatic specimens.

Results: The experimental results show that self-compacting mortar can be obtained up to 25% of cement substitution by brick powders. The compressive strength was improved at long term for up to 15% cement substitution by brick powder. The sorptivity coefficient is increased by incorporation of brick waste powder.

Conclusion: The substitution of cement by waste ground brick powder up to 15% of waste brick powder has little influence on the rheological parameters of self-compacting mortar and the compressive strength is increased at the long term. Further investigations are underway to study the shrinkage, the long term durability and the pore size distribution by mercury porosimetry.

Keywords: Recycling, self-compacting mortar, compressive strength, sorptivity, brick powder, V-funnel test.

[1]
Ghrici M, Mansour SM, Kenai S. Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements. Cement Concr Compos 2007; 29: 542-9.
[http://dx.doi.org/10.1016/j.cemconcomp.2007.04.009]
[2]
Ghrici M, Kenai S, Mansour SM, Kadri EH. Some engineering properties of concrete containing natural pozzolana and silica fume. J Asian Archit Build Eng 2006; 5(2): 349-54.
[http://dx.doi.org/10.3130/jaabe.5.349]
[3]
Kırgız MS. Pulverized fuel ash cement activated by Nano graphite. ACI Materials 2018; 115(6): 803-12.
[http://dx.doi.org/10.14359/51689101]
[4]
Kırgız MS. Green cement composite concept reinforced by graphite nano-engineered particle suspension for infrastructure renewal material. Compos, Part B Eng 2018; 154(12): 423-9.
[http://dx.doi.org/10.1016/j.compositesb.2018.09.012]
[5]
Kırgız MS. Strength gain mechanism for green mortar substituted marble powder and brick powder for Portland cement Eur J Environ Civ Eng 2016; 20(sup1): s38-63
[6]
Kırgız MS. Advance treatment by Nanographite for Portland pulverised fly ash cement (the class F) systems. Compos, Part B Eng 2015; 82(12): 59-71.
[http://dx.doi.org/10.1016/j.compositesb.2015.08.003]
[7]
Kırgız MS. Use of ultrafine marble and brick particles as raw materials in cement manufacturing. Mater Struct 2015; 48(9): 2929-41.
[http://dx.doi.org/10.1617/s11527-014-0368-6]
[8]
Kırgız MS. Advances in physical properties of C class fly ash-cement systems blended nanographite (Part 2). ZKG Int 2015; 1-2: 60-7.
[9]
Kırgız MS. Advances in physical properties of C class fly ash-cement systems blended nanographite (Part 1). ZKG Int 2014; 12: 42-8.
[10]
Kırgız MS. Advancements in mechanical and physical properties for marble powder-cement composites strengthened by nanostructured graphite particles. Mech Mater 2016; 92(1): 223-34.
[http://dx.doi.org/10.1016/j.mechmat.2015.09.013]
[11]
Si-Ahmed M, Kenai S, Ghorbel E. Influence of Metakaolin on the durability of mortars and concrete Int J Civil Environ Eng 2012; 6(11): 1010-13 augc2013.ens-cachan.fr
[12]
Si-Ahmed M, Belakrouf A, Kenai S. Influence of Metakaolin on the performance of mortars and concretes Int J Civ, Arch, Struct, Urban Sci Eng 2012; 71; 6(11): 1010-3
[13]
Said-Mansour M, Kadri EH, Kenai S, Ghrici M, Bennaceur R. Influence of calcined kaolin on mortar properties. Constr Build Mater 2011; 25(5): 2275-82.
[http://dx.doi.org/10.1016/j.conbuildmat.2010.11.017]
[14]
Debieb F, Kenai S. The use of coarse and fine crushed brick as aggregate in concrete. Constr Build Mater 2008; 22: 886-93.
[http://dx.doi.org/10.1016/j.conbuildmat.2006.12.013]
[15]
Kırgız MS. Fresh and hardened properties of green binder concrete containing marble powder and brick powder Eur J Environ Civ Eng 2016; 20(sup1): s64-101
[16]
Kırgız MS. Effect of mineralogical substitution raw material mixing ratio on mechanical properties of concrete. ZKG Int 2018; 10: 30-41.
[17]
Kırgız MS. Strength gain mechanisms of blended-cements containing marble powder and brick powder. KSCE J Civ Eng 2015; 19(1): 165-72.
[http://dx.doi.org/10.1007/s12205-014-0557-4]
[18]
Kırgız MS. Use of ultrafine marble and brick particles as alternative raw materials for clinkerization. ZKG Int 2014; 4: 36-44.
[19]
Kırgız MS. Effects of blended-cement paste chemical composition changes on some strength gains of blended-mortars. J Sci World 2014; pp. 1-11.
[20]
Gonçalves JP, Tavares LM, Toledo Filho RD, Fairbairn EMR. Performance evaluation of cement mortars modified with metakaolin or ground brick. Constr Build Mater 2009; 23: 1971-9.
[http://dx.doi.org/10.1016/j.conbuildmat.2008.08.027]
[21]
Navrátilová E, Rovnaníková P. Pozzolanic properties of brick powders and their effect on the properties of modified lime mortars. Constr Build Mater 2016; 120: 530-9.
[http://dx.doi.org/10.1016/j.conbuildmat.2016.05.062]
[22]
Bektas F, Wang K, Ceylan H. Effects of crushed clay brick aggregate on mortar durability. Constr Build Mater 2009; 23: 1909-14.
[http://dx.doi.org/10.1016/j.conbuildmat.2008.09.006]
[23]
Si-Ahmed M, Kenai S, Ghorbel E. Performance of cement mortar with waste ground clay brick. MRS Adv 2018; 3: 2041-50.
[http://dx.doi.org/10.1557/adv.2018.291]
[24]
Kırgız MS. The usage of marble and brick industries’ wastes in cement manufacturing as mineralogical additive. Proceedings of the Joint Conference of the Engineering Mechanics Institute. USA. June 17-20, 2012;
[25]
Kırgız MS. Characteristic properties of marble and brick powders. J Adv Mat Res 2013; 749: 483-90.
[http://dx.doi.org/10.4028/www.scientific.net/AMR.749.483]
[26]
Kırgız MS. Chemical properties of substituted and blended cements. J Adv Mat Res 2013; 749: 477-82.
[http://dx.doi.org/10.4028/www.scientific.net/AMR.749.477]
[27]
Kırgız MS. Relationships between resonant frequency and some dynamic properties of marble and brick waste-substituted concrete. J Appl Mech Mater 2012; 147(1): 236-40.
[28]
Kırgız MS. Supernatant Nanographite solution for advance treatment of c class fly ash-cement systems (Part 2). ZKG Int 2015; 5: 42-7.
[29]
Kırgız MS. Supernatant Nanographite solution for advance treatment of c class fly ash-cement systems (Part 1). ZKG Int 2015; 4: 56-65.
[30]
Kırgız MS. Chemical properties of blended cement pastes. J Constr Eng Manage 2011; 137(12): 1036-42.
[http://dx.doi.org/10.1061/(ASCE)CO.1943-7862.0000378]
[31]
Hajime O, Masahiro O. Self-compacting concrete. J Adv Concr Technol 2003; 1(1): 5-15.
[http://dx.doi.org/10.3151/jact.1.5]
[32]
Nan S, Kung-Chung H, His-Wen C. A simple mix design method for self-compacting concrete. Cement Concr Res 2001; 31(12): 1799-807.
[http://dx.doi.org/10.1016/S0008-8846(01)00566-X]
[33]
Geert De S, Peter JM, Bartons PD, Gibbs J. Self-compacting concrete CRC Press Taylor and Francis Group Caithness 2008.
[34]
Asteris PG, Kolovos KG. Self-compacting concrete strength prediction using surrogate models. Neural Comput Appl 2019; 31(1): 409-24.
[35]
EN 196-1:2016. Methods of testing cement - Part 1: Determination of strength. BSI; British Standard. 2016.
[36]
ASTM C1585-11. Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes. ASTM International; USA. 2011.


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Article Details

VOLUME: 13
ISSUE: 1
Year: 2020
Published on: 01 October, 2020
Page: [39 - 44]
Pages: 6
DOI: 10.2174/2666145413666200219091459

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