Mix design of concrete with recycled clay-brick-powder using the orthogonal design method
► The effects of clay-brick-powder and mix proportion on concrete mechanical properties were evaluated. ► The strength of concrete containing clay-brick-powder could be close to or even higher than that of normal concrete. ► Addition of clay-brick-powder reduced elastic modulus. ► The optimal mix pr...
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Published in | Construction & building materials Vol. 31; no. 1; pp. 289 - 293 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.06.2012
Elsevier B.V |
Subjects | |
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Abstract | ► The effects of clay-brick-powder and mix proportion on concrete mechanical properties were evaluated. ► The strength of concrete containing clay-brick-powder could be close to or even higher than that of normal concrete. ► Addition of clay-brick-powder reduced elastic modulus. ► The optimal mix proportion of concrete containing clay-brick-powder depended on the desired property.
This research studied the effect of clay-brick-powder (CBP) on concrete mechanical properties, including compressive strength, static elastic modulus, and flexural strength. The orthogonal experimental design method was used to study the significance sequence of all influencing factors, including water/cementitious material ratio, sand ratio, replacement level, and average particle size of the CBP. A total of 17 mixes were tested including one normal cement concrete as reference. The mixtures with CBP reach more than 50MPa and 20GPa for 28-day compressive strength and elastic modulus, respectively. The flexural strength ranged from 10 to 12MPa. Experiment results showed that recycled CBP could be used as partial replacement of cement in concrete. The optimal mix proportion was determined based on the experimental and orthogonal analysis. |
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AbstractList | ► The effects of clay-brick-powder and mix proportion on concrete mechanical properties were evaluated. ► The strength of concrete containing clay-brick-powder could be close to or even higher than that of normal concrete. ► Addition of clay-brick-powder reduced elastic modulus. ► The optimal mix proportion of concrete containing clay-brick-powder depended on the desired property.
This research studied the effect of clay-brick-powder (CBP) on concrete mechanical properties, including compressive strength, static elastic modulus, and flexural strength. The orthogonal experimental design method was used to study the significance sequence of all influencing factors, including water/cementitious material ratio, sand ratio, replacement level, and average particle size of the CBP. A total of 17 mixes were tested including one normal cement concrete as reference. The mixtures with CBP reach more than 50MPa and 20GPa for 28-day compressive strength and elastic modulus, respectively. The flexural strength ranged from 10 to 12MPa. Experiment results showed that recycled CBP could be used as partial replacement of cement in concrete. The optimal mix proportion was determined based on the experimental and orthogonal analysis. |
Audience | Trade |
Author | Zheng, Li Sun, Renjuan Ge, Zhi Gao, Zhili |
Author_xml | – sequence: 1 givenname: Zhi surname: Ge fullname: Ge, Zhi organization: Department of Transportation Engineering, School of Civil Engineering, Shandong University, Jinan 250061, China – sequence: 2 givenname: Zhili surname: Gao fullname: Gao, Zhili organization: Department of Construction Management and Engineering, College of Engineering and Architecture, North Dakota State University, Fargo, ND 58108, USA – sequence: 3 givenname: Renjuan surname: Sun fullname: Sun, Renjuan organization: Department of Transportation Engineering, School of Civil Engineering, Shandong University, Jinan 250061, China – sequence: 4 givenname: Li surname: Zheng fullname: Zheng, Li email: sdzhengli@yahoo.cn organization: Department of Transportation Engineering, School of Civil Engineering, Shandong University, Jinan 250061, China |
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Cites_doi | 10.1016/j.cemconres.2004.06.017 10.1061/41186(421)335 10.1016/j.conbuildmat.2006.12.013 10.1016/S0008-8846(03)00101-7 10.1016/S0958-9465(00)00070-6 10.1617/13872 10.1061/(ASCE)0899-1561(2006)18:4(518) |
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Keywords | Average particle size Mechanical properties Recycled clay-brick-powder Replacement ratio |
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References | Khalaf (b0045) 2006; 18 Cheng (b0035) 2005; 5 Wild, Khatib, Addis (b0075) 1996 Khatib (b0040) 2005; 35 Chen, Hu, Wen, Zhang (b0015) 2007; 35 O’Farrell M, Khatib JM, Wild S. Porosity and pore size distribution of mortar containing ground calcined brick clay. In: Proceedings of the fifth international conference on modern building materials, structures and techniques, vol. 1. Lithuania, Vilnius; 1997. p. 33–8. . Zeng (b0050) 2006; 8 Yan HD, Chen XF. Experimental studies and analyses on properties of clay brick recycled aggregate concrete. In: Tenth nation cement and concrete chemistry and application technology conference; 2007. Mansur, Wee, Lee (b0030) 1999; 96 Moriconi, Corinaldesi, Antonucci (b0065) 2003; 36 Wild S, Khatib JM, Sabir BB, Addis SD. The potential of fired brick clay as a partial cement replacement. In: Dhir RK, Dyer TD, editors. International congress-concrete in the service of mankind, Dundee, June 1996. Concrete for environment enhancement and products, theme 6: waste materials and alternative products. E&FN SPON; 1996. ISBN: 0-419-21450. [01.05.11]. Akhtaruzzaman, Hasnat (b0105) 1983; 5 Liu, Leng (b0100) 2006 Zheng L, Ge Z. Mechanical properties of mortar with recycled clay-brick-powder. In: ASCE conf proc, ICCTP 2011: towards sustainable transportation systems. doi Debieb, Kenai (b0060) 2008; 22 GB/T 50081-2002. Standard for test method of mechanical properties on ordinary concrete. China building news network. 2010 cement production of the preliminary statistics. Turanli, Bektas, Monteiro (b0070) 2003; 33 Hansen (b0020) 1992 Mindess, Young, Darwin (b0010) 2003 O’Farrell, Wild, Sabir (b0090) 2001; 23 Collins, Sherwood (b0025) 1995 Khalaf (10.1016/j.conbuildmat.2012.01.002_b0045) 2006; 18 10.1016/j.conbuildmat.2012.01.002_b0005 Zeng (10.1016/j.conbuildmat.2012.01.002_b0050) 2006; 8 Mindess (10.1016/j.conbuildmat.2012.01.002_b0010) 2003 Hansen (10.1016/j.conbuildmat.2012.01.002_b0020) 1992 O’Farrell (10.1016/j.conbuildmat.2012.01.002_b0090) 2001; 23 Mansur (10.1016/j.conbuildmat.2012.01.002_b0030) 1999; 96 Wild (10.1016/j.conbuildmat.2012.01.002_b0075) 1996 Turanli (10.1016/j.conbuildmat.2012.01.002_b0070) 2003; 33 Cheng (10.1016/j.conbuildmat.2012.01.002_b0035) 2005; 5 Khatib (10.1016/j.conbuildmat.2012.01.002_b0040) 2005; 35 Chen (10.1016/j.conbuildmat.2012.01.002_b0015) 2007; 35 10.1016/j.conbuildmat.2012.01.002_b0080 Debieb (10.1016/j.conbuildmat.2012.01.002_b0060) 2008; 22 10.1016/j.conbuildmat.2012.01.002_b0095 Liu (10.1016/j.conbuildmat.2012.01.002_b0100) 2006 Collins (10.1016/j.conbuildmat.2012.01.002_b0025) 1995 10.1016/j.conbuildmat.2012.01.002_b0085 10.1016/j.conbuildmat.2012.01.002_b0055 10.1016/j.conbuildmat.2012.01.002_b0110 Moriconi (10.1016/j.conbuildmat.2012.01.002_b0065) 2003; 36 Akhtaruzzaman (10.1016/j.conbuildmat.2012.01.002_b0105) 1983; 5 |
References_xml | – reference: GB/T 50081-2002. Standard for test method of mechanical properties on ordinary concrete. – reference: Yan HD, Chen XF. Experimental studies and analyses on properties of clay brick recycled aggregate concrete. In: Tenth nation cement and concrete chemistry and application technology conference; 2007. – volume: 36 start-page: 702 year: 2003 end-page: 708 ident: b0065 article-title: Environmentally-friendly mortars: a way to improve bond between mortar and brick publication-title: Mater Struct – start-page: 685 year: 1996 end-page: 696 ident: b0075 article-title: The effect of firing temperature on the pozzolanic properties of commercial brick clay publication-title: International congress-concrete in the service of mankind, concrete for environment enhancement and products, University of Dundee – reference: Wild S, Khatib JM, Sabir BB, Addis SD. The potential of fired brick clay as a partial cement replacement. In: Dhir RK, Dyer TD, editors. International congress-concrete in the service of mankind, Dundee, June 1996. Concrete for environment enhancement and products, theme 6: waste materials and alternative products. E&FN SPON; 1996. ISBN: 0-419-21450. – reference: China building news network. 2010 cement production of the preliminary statistics. < – year: 1995 ident: b0025 article-title: Use of waste and recycled materials as aggregates: specifications and standards – volume: 35 start-page: 8986 year: 2007 end-page: 8989 ident: b0015 article-title: Resource depletion and environmental discharge of cement production in China publication-title: J Anhui Agric Sci – reference: O’Farrell M, Khatib JM, Wild S. Porosity and pore size distribution of mortar containing ground calcined brick clay. In: Proceedings of the fifth international conference on modern building materials, structures and techniques, vol. 1. Lithuania, Vilnius; 1997. p. 33–8. – reference: > [01.05.11]. – year: 1992 ident: b0020 article-title: Recycling of demolished concrete and masonry – volume: 96 start-page: 478 year: 1999 end-page: 484 ident: b0030 article-title: Crushed bricks as coarse aggregate for concrete publication-title: ACI Mater J – volume: 5 start-page: 48 year: 2005 end-page: 50 ident: b0035 article-title: Study on recycled concrete made by fly-ash and waste clay-brick publication-title: China Concr Cem Prod – volume: 8 start-page: 35 year: 2006 end-page: 36 ident: b0050 article-title: Study on the production of recycled concrete by wasted concrete as coarse aggregate and wasted brick as fine aggregate publication-title: Wall Mater Innovat Energy Saving Build – volume: 33 start-page: 1539 year: 2003 end-page: 1542 ident: b0070 article-title: Use of ground clay brick as a pozzolanic material to reduce the alkali–silica reaction publication-title: Cem Concr Res – year: 2003 ident: b0010 article-title: Concrete – reference: . – volume: 35 start-page: 763 year: 2005 end-page: 769 ident: b0040 article-title: Properties of concrete incorporating fine recycled aggregate publication-title: Cem Concr Res – volume: 18 start-page: 518 year: 2006 end-page: 526 ident: b0045 article-title: Using crushed clay brick as coarse aggregate in concrete publication-title: J Mater Civil Eng – volume: 22 year: 2008 ident: b0060 article-title: The use of coarse and fine crushed bricks as aggregate in concrete publication-title: Construct Build Mater – volume: 5 start-page: 58 year: 1983 end-page: 63 ident: b0105 article-title: Properties of concrete using crushed brick as aggregate publication-title: Concr Int – volume: 23 start-page: 81 year: 2001 end-page: 91 ident: b0090 article-title: Pore size distribution and compressive strength of waste clay brick mortar publication-title: Cem Concr Compos – year: 2006 ident: b0100 article-title: Mathematic skills applied to experimental researches for building materials – reference: Zheng L, Ge Z. Mechanical properties of mortar with recycled clay-brick-powder. In: ASCE conf proc, ICCTP 2011: towards sustainable transportation systems. doi: – volume: 35 start-page: 763 year: 2005 ident: 10.1016/j.conbuildmat.2012.01.002_b0040 article-title: Properties of concrete incorporating fine recycled aggregate publication-title: Cem Concr Res doi: 10.1016/j.cemconres.2004.06.017 – ident: 10.1016/j.conbuildmat.2012.01.002_b0095 – ident: 10.1016/j.conbuildmat.2012.01.002_b0110 doi: 10.1061/41186(421)335 – volume: 22 year: 2008 ident: 10.1016/j.conbuildmat.2012.01.002_b0060 article-title: The use of coarse and fine crushed bricks as aggregate in concrete publication-title: Construct Build Mater doi: 10.1016/j.conbuildmat.2006.12.013 – volume: 5 start-page: 58 issue: 2 year: 1983 ident: 10.1016/j.conbuildmat.2012.01.002_b0105 article-title: Properties of concrete using crushed brick as aggregate publication-title: Concr Int – volume: 33 start-page: 1539 issue: 10 year: 2003 ident: 10.1016/j.conbuildmat.2012.01.002_b0070 article-title: Use of ground clay brick as a pozzolanic material to reduce the alkali–silica reaction publication-title: Cem Concr Res doi: 10.1016/S0008-8846(03)00101-7 – volume: 23 start-page: 81 year: 2001 ident: 10.1016/j.conbuildmat.2012.01.002_b0090 article-title: Pore size distribution and compressive strength of waste clay brick mortar publication-title: Cem Concr Compos doi: 10.1016/S0958-9465(00)00070-6 – ident: 10.1016/j.conbuildmat.2012.01.002_b0080 – ident: 10.1016/j.conbuildmat.2012.01.002_b0005 – volume: 8 start-page: 35 year: 2006 ident: 10.1016/j.conbuildmat.2012.01.002_b0050 article-title: Study on the production of recycled concrete by wasted concrete as coarse aggregate and wasted brick as fine aggregate publication-title: Wall Mater Innovat Energy Saving Build – volume: 5 start-page: 48 year: 2005 ident: 10.1016/j.conbuildmat.2012.01.002_b0035 article-title: Study on recycled concrete made by fly-ash and waste clay-brick publication-title: China Concr Cem Prod – year: 2003 ident: 10.1016/j.conbuildmat.2012.01.002_b0010 – year: 1995 ident: 10.1016/j.conbuildmat.2012.01.002_b0025 – volume: 36 start-page: 702 issue: December year: 2003 ident: 10.1016/j.conbuildmat.2012.01.002_b0065 article-title: Environmentally-friendly mortars: a way to improve bond between mortar and brick publication-title: Mater Struct doi: 10.1617/13872 – start-page: 685 year: 1996 ident: 10.1016/j.conbuildmat.2012.01.002_b0075 article-title: The effect of firing temperature on the pozzolanic properties of commercial brick clay – ident: 10.1016/j.conbuildmat.2012.01.002_b0085 – volume: 18 start-page: 518 issue: 4 year: 2006 ident: 10.1016/j.conbuildmat.2012.01.002_b0045 article-title: Using crushed clay brick as coarse aggregate in concrete publication-title: J Mater Civil Eng doi: 10.1061/(ASCE)0899-1561(2006)18:4(518) – year: 2006 ident: 10.1016/j.conbuildmat.2012.01.002_b0100 – year: 1992 ident: 10.1016/j.conbuildmat.2012.01.002_b0020 – ident: 10.1016/j.conbuildmat.2012.01.002_b0055 – volume: 35 start-page: 8986 issue: 28 year: 2007 ident: 10.1016/j.conbuildmat.2012.01.002_b0015 article-title: Resource depletion and environmental discharge of cement production in China publication-title: J Anhui Agric Sci – volume: 96 start-page: 478 issue: 4 year: 1999 ident: 10.1016/j.conbuildmat.2012.01.002_b0030 article-title: Crushed bricks as coarse aggregate for concrete publication-title: ACI Mater J |
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Snippet | ► The effects of clay-brick-powder and mix proportion on concrete mechanical properties were evaluated. ► The strength of concrete containing clay-brick-powder... |
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SubjectTerms | Average particle size Building materials industry Cement industry Mechanical properties Recycled clay-brick-powder Replacement ratio |
Title | Mix design of concrete with recycled clay-brick-powder using the orthogonal design method |
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