Mixture design of high performance recycled liquid crystal glasses concrete (HPGC)

被引:35
作者
Chen, Shyh-Haur [1 ]
Chang, Chao-Shun [2 ]
Wang, Her-Yung [1 ]
Huang, Wei-Lun [1 ]
机构
[1] Natl Kaohsiung Univ Appl Sci, Inst Civil Engn Technol, Kaohsiung 807, Taiwan
[2] Natl Kaohsiung First Univ Sci & Technol, Dept Construct Engn, Kaohsiung, Taiwan
关键词
High performance recycled liquid crystal glasses concrete; Mixture; Design of experiments; Range analysis; Analysis of variance; WASTE GLASS; MODULUS; CEMENT;
D O I
10.1016/j.conbuildmat.2011.04.012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the best mixture design of high performance recycled liquid crystal glasses concrete (HPGC) using waste liquid crystal glass sand to replace part of the fine aggregate. The design of experiment (DOE) method was adopted to design the specimen variables. Fresh properties were examined, including slump, flowing slump and unit weight and hardened properties were examined, including compressive strength, elastic modulus, impact-echo, ultrasonic pulse velocity and surface resistance. Range analysis and analysis of variance (ANOVA) were conducted to determine the relationships between these properties and W/B, replacement ratios and n values. The results demonstrated that the ultrasonic pulse velocity and surface resistance of HPGC was higher than those of the control group. For the three n values, higher than ultrasonic pulse velocity was found at a replacement ratio of 30%. The replacement ratios, W/B, and relationships between n values were analyzed. F statistics indicated significant impact on the replacement ratio of 4.97 and W/B of 3.87, indicating that the main properties of the HPGC are determined by the replacement ratio and W/B. The range analysis results showed that the interaction between various factors with W/B = 0.28:1 and n = 1.4 has the most significant impact on compressive strength. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3886 / 3892
页数:7
相关论文
共 26 条
[1]   High-percentage replacement of cement with fly ash for reinforced concrete pipe [J].
Berryman, C ;
Zhu, JY ;
Jensen, W ;
Tadros, M .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1088-1091
[2]   Mix proportioning of high performance concrete [J].
Bharatkumar, BH ;
Narayanan, R ;
Raghuprasad, BK ;
Ramachandramurthy, DS .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (01) :71-80
[3]   THE RESISTIVITY OF MORTARS IMMERSED IN SEA-WATER [J].
BUENFELD, NR ;
NEWMAN, JB ;
PAGE, CL .
CEMENT AND CONCRETE RESEARCH, 1986, 16 (04) :511-524
[4]   An approach to optimizing mix design for properties of high-performance concrete [J].
Chang, PK .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (04) :623-629
[5]   A design consideration for durability of high-performance concrete [J].
Chang, PK ;
Peng, YN ;
Hwang, CL .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (4-5) :375-380
[6]   Waste E-glass particles used in cementitious mixtures [J].
Chen, CH ;
Huang, R ;
Wu, JK ;
Yang, CC .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (03) :449-456
[7]   Glass recycling in cement production - an innovative approach [J].
Chen, GH ;
Lee, H ;
Young, KL ;
Yue, PL ;
Wong, A ;
Tao, T ;
Choi, KK .
WASTE MANAGEMENT, 2002, 22 (07) :747-753
[8]   Lightweight aggregate based on waste glass and its alkali-silica reactivity [J].
Ducman, V ;
Mladenovic, A ;
Suput, JS .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (02) :223-226
[9]   Waste glass as a supplementary cementitious material in concrete - Critical review of treatment methods [J].
Federico, L. M. ;
Chidiac, S. E. .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (08) :606-610
[10]  
GAO YY, 2006, CLEAN PROD WORKSH SU