Performance of natural clinoptilolite zeolite in the cementitious materials: A comparative study with metakaolin, fly ash, and blast furnace slag

被引:29
作者
Islam, M. Shariful [1 ]
Mohr, B. J. [1 ]
VandenBerge, D. [1 ]
机构
[1] Tennessee Technol Univ, Dept Civil & Environm Engn, 1020 Stadium Dr,Box 5015, Cookeville, TN 38505 USA
关键词
Clinoptilolite zeolite; Pozzolanic materials; Hydration; Transport properties; Durability properties; ALKALI-SILICA REACTION; CHEMICAL SHRINKAGE; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; COMPRESSIVE STRENGTH; EXCHANGE PROPERTIES; POZZOLANIC REACTION; BLENDED CEMENT; HYDRATION; CONCRETE;
D O I
10.1016/j.jobe.2022.104535
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Different pozzolanic materials possess different chemical and mineralogical compositions and could show different performances in the blended hydrated cementitious materials. In the present study, the performance of natural clinoptilolite zeolite, a popular silica-alumina-based natural pozzolanic material in recent times, was investigated to compare with other commonly available silica-alumina (metakaolin) and silica-calcium (blast furnace slag, and Class C-fly ash) enriched pozzolanic materials in the blended cementitious system. The performance was evaluated on fresh (workability), hydration (setting time and chemical shrinkage), and mechanical (compressive strength) properties of hydrated cementitious materials. Thermogravimetric analysis (TGA) was accomplished to measure the pozzolanic activities of all respective pozzolanic materials. The water absorption, porosity, and chloride ion penetrability of concrete via surface resistivity were measured as the transport properties. For the durability properties, drying shrinkage and the alkali-silica aggregate reaction (ASR) of mortars were investigated. Results revealed that the addition of clinoptilolite zeolite reduced the workability but accelerated the setting time of hydration compared to other pozzolanic materials. Zeolite particles increased the volume of chemical shrinkage compared to other pozzolanic materials due to the particle packing effects. The addition of zeolite led to decreasing the compressive strength due to relatively slow pozzolanic activity compared to the other pozzolanic materials as measured by the TGA analysis. Zeolite blended samples had a similar water absorption and porosity compared to the metakaolin, slag, and fly ash blended samples. All pozzolanic materials were equally effective in reducing the drying shrinkage, while zeolite particles attributed to the internal curing capacity. Overall, clinoptilolite zeolite exhibited excellent resistance to chloride-ion penetrability due to the finer pore size, and a reduction in deleterious expansion due to ASR through cation exchange compared to slag and fly ash particles.
引用
收藏
页数:19
相关论文
共 71 条
[1]  
Aashto Tp95, 2011, TP95 AASHT
[2]   Use of natural zeolite as a supplementary cementitious material [J].
Ahmadi, Babak ;
Shekarchi, Mohammad .
CEMENT & CONCRETE COMPOSITES, 2010, 32 (02) :134-141
[3]  
[Anonymous], 2019, C192C192M19 ASTM
[4]  
[Anonymous], 2014, C30514 ASTM
[5]  
[Anonymous], 2015, ASTM C1403-15
[6]  
[Anonymous], 2019, C150C150M07 ASTM
[7]  
[Anonymous], 2021, 42 EPAAP
[8]  
[Anonymous], 2014, C126014 ASTM
[9]  
[Anonymous], 2019, Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
[10]  
[Anonymous], 2009, C59609 ASTM