Properties and microstructures of full graded concrete containing varied impurity aggregate

Menghui Yang , Zhen He , Yuqiang Lin

Journal of Wuhan University of Technology Materials Science Edition ›› 2017, Vol. 32 ›› Issue (2) : 321 -329.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2017, Vol. 32 ›› Issue (2) : 321 -329. DOI: 10.1007/s11595-017-1598-6
Cementitious Materials

Properties and microstructures of full graded concrete containing varied impurity aggregate

Author information +
History +
PDF

Abstract

We investigated mechanical properties of concretes made with impurity aggregates of different combinations. Besides the mechanisms were explored by EDS, CT, and hardness testing. The results showed that fully rust-stained and surface rust-stained sandstone aggregate had significant adverse impact on the compressive strength of concrete while sandstone aggregate had a much more obvious impact on the ultimate tension of concrete. Concrete crack was more prone to expand along surfaces and the micro-hardness of interfacial transition zone of different aggregates was ranked in decreasing trend as sandstone, slate, SR sandstone, marble, and FR sandstone. The cluster growth of long needle-like ettringite crystal and strong preferential growth trend of Ca(OH)2 crystals would result in wider interfacial transition zone range of concretes made with fully rust-stained sandstone and marble aggregate, respectively. Therefore, the impurity aggregate content should be strictly controlled during aggregate selection.

Keywords

aggregate / concrete / mechanical property / interfacial transition zone

Cite this article

Download citation ▾
Menghui Yang, Zhen He, Yuqiang Lin. Properties and microstructures of full graded concrete containing varied impurity aggregate. Journal of Wuhan University of Technology Materials Science Edition, 2017, 32(2): 321-329 DOI:10.1007/s11595-017-1598-6

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Scrivener KL, Bentur A, Pratt PL. Quantitative Characterization ofthe Transition Zone Inhigh Strength Concretes[J]. Advanced Cement Research, 1988, 1: 230-237.

[2]

Monteiro PJM, Maso JC, Olivier JP. The Aggregate-mortar Interface[J]. Cement Concrete Research, 1985, 15: 953-958.

[3]

Gan BS, Aylie H, Pratama MMA. The Behavior of Graded Concrete: An Experimental Study[J]. Procedia Engineering, 2015, 125: 885-891.

[4]

Jebli M, Jamin F, Garcia-Diaz E, et al. Influenceof Leaching on the Local Mechanical Properties of an Aggregate-cement Paste Composite[J]. Cement and Concrete Composites, 2016

[5]

Bajja Z, Dridi W, Darquennes A, et al. Effect of Aggregates on the Diffusion Properties and Microstructure of Cement with Slurried Silica Fume Based Materials[J]. Cement and Concrete Composites, 2016, 70: 86-97.

[6]

Rao MJ, Yang HQ, Lin YQ, et al. Influence of Maximum Aggregate Sizes on the Performance of RCC[J]. Construction and Building Materials, 2016, 115: 42-47.

[7]

Soares D, Brito QD, Ferreira J, et al. In situ Materials Characterization of Full-scale Recycled Aggregates Concretestructures[J]. Construction and Building Materials, 2014, 71: 237-245.

[8]

Zhang JX, Sun HH, Wan JH, et al. Study on Microstructure and Mechanical Property of Interfacial Transition Zone between Limestone Aggregate and Sialite Paste[J]. Construction and Building Materials, 2009, 23: 3393-3397.

[9]

Lo TY, Cui HZ, Tang WC, et al. The Effect of Aggregate Absorption on Pore Area at Interfacial Zoneof Lightweight Concrete[J]. Construction and Building Materials, 2008, 22: 623-628.

[10]

Abdel-Jawad YA, Abdullah WS. Design of Maximum Density Aggregate Grading[J]. Construction and Building Materials, 2002, 16: 495-508.

[11]

Elices M, Rocco CG. Effect of Aggregate Size on the Fracture and Mechanical Propertiesof a Simple Concrete[J]. Engineering Fracture Mechanics, 2008, 75: 3839-3851.

[12]

Larbi B, Dridi W, Bescop PL, et al. Link between Microstructure and Tritiated Water Diffusivity in Mortars: Impactof Aggregates[J]. Cement and Concrete Research, 2016, 82: 92-9993.

[13]

Erdem S, Dawson AR, Thom NH. Influence of the Micro-and Nanoscale Local Mechanical Properties of the Interfacialtransition Zone on Impact Behavior of Concrete Made with Different Aggregates[J]. Cement and Concrete Research, 2012, 42: 447-458.

[14]

Elsharief A, Cohen MD. Influence of Aggregate Size, Water Cement Ratio and Age on the Microstructure of the Interfacial Transition Zone[J]. Cement and Concrete Research, 2003, 33: 1837-1849.

[15]

Akçaoglu A, Tokyay M, Celik T. Effect of Coarse Aggregate Size on Interfacial Cracking Underuniaxial Compression[J]. Materials Letters, 2002, 57: 828-833.

[16]

Zhang MH, Lastrac R, Malhotra VM. Rice-husk Ash Paste and Concrete: Some Aspects of Hydration and the Microstructure of the Interfacial Zone between the Aggregate and Paste[J]. Cement and Concrete Research, 1996, 26(6): 963-977.

[17]

Kjellsen KO, Wallevik OH, Fjalberg L. Microstructure and Microchemistry of the Paste-aggregate Interfacial Transition Zone of Highperformance Concrete[J]. Advanced Cement Research, 1998, 10: 33-40.

AI Summary AI Mindmap
PDF

119

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/