Physical Filling Effects of Limestone Powders with Different Particle Size

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Abstract:

Physical filling effects of limestone powders, which are stated by compactness change of mixtures of limestone powders and cement, play an important role in the pore structure and strength of cement stone. The compactness of mixture of limestone powders and cement has been analyzed by the method of wet packing density, tested the void structure of cement stone by mercury intrusion porosimetry(MIP) and strength of cement stone. Effects of limestone powders with specific areas of individually 416m2 /kg, 841m2 /kg, 1243m2 /kg on compactness of cement, compressive strength of concrete as mineral admixture, and pore structure of cement stone were studied when its cement is substituted for the mass proportion of 5, 10, 15% with it. The results show that the compactness of powder mixtures and compressive strength of concrete are biggest, and the improvement of pore structure of cement stone is the best when limestone powder is 10%; the compactness of powder mixtures and compressive strength of concrete are bigger, and the improvement of pore structure of cement stone is better when limestone powder is finer. That is to say, the proportion of limestone powder is the best substitution at 10%; physical filling effects of limestone powder are better when limestone powder is finer from particle sizes. It is important guiding meaning for the application of limestone powder in cement materials.

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Advanced Materials Research (Volumes 163-167)

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1419-1424

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wuhan University of Technology, et al: Survey-research Report for Production and Application of Manufactured Fine Aggregate in Carst Area(in Chinese), (2004).

Google Scholar

[2] NAM-SHIK AHN, B A E, M S E: An Experimental Study On The Guidelines For Using Higher Contents Of Aggregate Micro Fines In Portland Cement Concrete. The University of Texas at Austin, August 2000: 1-6.

Google Scholar

[3] Liu Shuhua, Yan Peiyu: Water Power (in Chinese), 2007, 33(1): 69~71.

Google Scholar

[4] TAHIR C, KNALED M: Cement and Concrete Rearch, 1996, 26(7): 1121-1130.

Google Scholar

[5] Sahu, A.K.; SUNIL Kumar, Sunil; Sachan, A. K: Indian Concrete Journal, 2003(1): 845-848.

Google Scholar

[6] Yang Jian-guo, Liu Yue-qing: Railway Construction Technology (in Chinese), 1996(2): 24-25.

Google Scholar

[7] Chen Jian-xiong, Li Hong-fang: Construction Technology (in Chinese), 2005(4): 27-28.

Google Scholar

[8] Zhang Yong-juan, Zhang Xiong: Housing Materials ﹠ Applications (in Chinese), 2001(4): 34-37.

Google Scholar

[9] Wang Yu-li, Zhou Ming-kai, Li Bei-xing, et al: Journal of Chongqing Jianzhu University (in Chinese), 2008, 30(6): 151-54.

Google Scholar

[10] V. Bonavetti, H. Donza, G. Menéndez, et al. Limestone filler cement in low w/c concrete: A rational use of energy[J]. Cement and Concrete Research, 2003, 33: 865~871.

DOI: 10.1016/s0008-8846(02)01087-6

Google Scholar

[11] Anne-Mieke Poppe, Geert De Schutter. Cement hydration in the presence of high filler contents[J]. Cement and Concrete Research, 2005, 35: 2290~2299.

DOI: 10.1016/j.cemconres.2005.03.008

Google Scholar

[12] V.L. Bonavetti, V.F. Rahhal, E.F. Irassar. Studies on the carboaluminate formation in limestone filler-blended cements[J]. Cement and Concrete Research, 2001, 31: 853~859.

DOI: 10.1016/s0008-8846(01)00491-4

Google Scholar

[13] M. Daimon, E. Sakai, Tu Chenghou: Science and Technology of Overseas Building Materials (in Chinese), 1999, 20(4): 35~38.

Google Scholar

[14] Wu Zhongwei, Lian Huizhen. High Performance Concrete(in Chinese). Beijing: China Railway Press, 1999: 30~35.

Google Scholar