Characteristics on compressive strength and microstructure of high-strength cementitious composites with waste glass beads

被引:7
作者
Pyeon, Sujeong [1 ]
Kim, Gyuyong [1 ]
Choi, Byungcheol [1 ]
Kim, Moonkyu [1 ]
Kitagaki, Ryoma [2 ]
Choi, Heesup [3 ]
Kim, Jihoon [4 ]
Nam, Jeongsoo [1 ]
机构
[1] Chungnam Natl Univ, Dept Architectural Engn, 99 Daehak Ro, Daejeon 34134, South Korea
[2] Hokkaido Univ, Grad Sch Engn, Sapporo, Hokkaido 0608628, Japan
[3] Kitami Inst Technol, Dept Civil & Environm Engn, 165 Koen Cho, Kitami, Hokkaido 0908507, Japan
[4] Muroran Inst Technol, Coll Design & Mfg Technol, Dept Civil Engn, 27-1 Mizumoto Cho, Muroran, Hokkaido 0508585, Japan
基金
新加坡国家研究基金会;
关键词
High -strength Cement Composites (HSCC); Waste glass bead (WGB); Microstructure; Internal curing; INTERFACIAL TRANSITION ZONE; FINE LIGHTWEIGHT AGGREGATE; RAY COMPUTED-TOMOGRAPHY; MECHANICAL-PROPERTIES; FLY-ASH; SUPERABSORBENT POLYMERS; INSULATING CONCRETE; ELASTIC PROPERTIES; FAILURE BEHAVIOR; PORE STRUCTURE;
D O I
10.1016/j.cscm.2023.e02673
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the potential of waste glass beads (WGB), a recycled porous lightweight material derived from waste glass, to enhance long-term curing of moisture-saturated cementitious construction materials. The macroscopic properties and microstructure development of a cement composite material blended with two types of WGB--spherical (B) and crushed (CB)-- were analyzed. The primary objective was to provide practical guidelines for optimizing WGB utilization as a moisture release medium and thus contribute to sustainable concrete production by exploring waste glass applications. This study demonstrated the potential of WGB for improving strength and void structure and could help enhance the long-term durability of cement composites. Valuable insights were gained regarding the surface roughness and specific surface areas alongside curing methods to maximize WGB's effectiveness. The key contributions are as follows: (1) varying effects on high-strength concrete (HSC) strength with increased WGB content and surface roughness and specific surface areas were analyzed; (2) a proportional relationship between closed pore volume and modulus affecting macroscopic properties was revealed; (3) insights into hydration product presence in the ITZ and its relationship with WGB moisture content were gained; and (4) notable improvements in indentation tests for specimens with WGB were achieved, indicating enhanced ITZ hydration and increased density within both ITZ and paste.
引用
收藏
页数:22
相关论文
共 124 条
[1]   Effect of microstructure and curing conditions upon the performance of a mortar added with Treated Sediment Aggregates (TSA) [J].
Agostini, F. ;
Davy, C. A. ;
Skoczylas, F. ;
Dubois, Th. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (11) :1609-1619
[2]   Assessing the ITZ microcracking via scanning electron microscope and its effect on the failure behavior of concrete [J].
Akçaoglu, R ;
Tokyay, M ;
Çelik, T .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (02) :358-363
[3]   Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression [J].
Akçaoglu, T ;
Tokyay, M ;
Çelik, T .
CEMENT & CONCRETE COMPOSITES, 2004, 26 (06) :633-638
[4]   EFFECT OF CURING CONDITIONS ON STRENGTH, POROSITY, ABSORPTIVITY, AND SHRINKAGE OF CONCRETE IN HOT AND DRY CLIMATE [J].
ALSAYED, SH ;
AMJAD, MA .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (07) :1390-1398
[5]  
[Anonymous], 2020, ASTM C230, DOI [10.1520/C0230, DOI 10.1520/C0230]
[6]  
Askar L., 2017, Int J Civ Eng Technol, V8, P965
[7]   Oil-palm by-products as lightweight aggregate in concrete mixture: a review [J].
Aslam, Muhammad ;
Shafigh, Payam ;
Jumaat, Mohd Zamin .
JOURNAL OF CLEANER PRODUCTION, 2016, 126 :56-73
[8]   Benefits of using blended waste coarse lightweight aggregates in structural lightweight aggregate concrete [J].
Aslam, Muhammad ;
Shafigh, Payam ;
Jumaat, Mohd Zamin ;
Lachemi, Mohamed .
JOURNAL OF CLEANER PRODUCTION, 2016, 119 :108-117
[9]  
Asma Abd E. H., 2014, Research Journal of Applied Sciences, Engineering and Technology, V7, P2569
[10]  
ASTM International, 2017, STANDARD TEST METHOD, DOI [DOI 10.1520/D4318-17E01, 10.1520/D0790-17]