The use of waste marble for cleaner production of structural concrete: A comprehensive experimental study

被引:18
作者
Gencel, Osman [1 ]
Nodehi, Mehrab [2 ]
Bayraktar, Oguzhan Yavuz [3 ]
Kaplan, Gokhan [4 ]
Benli, Ahmet [5 ]
Koksal, Fuat [6 ]
Bilir, Turhan [7 ]
Siddique, Rafat [8 ]
Ozbakkaloglu, Togay [2 ]
机构
[1] Bartin Univ, Civil Engn Dept, TR-74100 Bartin, Turkey
[2] Texas State Univ, Ingram Sch Engn, San Marcos, TX 78666 USA
[3] Kastamonu Univ, Civil Engn Dept, TR-37150 Kastamonu, Turkey
[4] Ataturk Univ, Civil Engn Dept, TR-25030 Erzurum, Turkey
[5] Bingol Univ, Civil Engn Dept, TR-12100 Bingol, Turkey
[6] Yozgat Bozok Univ, Civil Engn Dept, TR-66900 Yozgat, Turkey
[7] Istanbul Univ Cerrahpasa, Civil Engn Dept, TR-34320 Istanbul, Turkey
[8] Thapar Inst Engn & Technol, Civil Engn Dept, Patiala 147004, India
关键词
Waste marble coarse aggregate (WMCA); W; c ratio of concrete; Physico-mechanical properties; Thermo-durability properties; SELF-COMPACTING CONCRETE; COOLING REGIMES; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; COMPRESSIVE STRENGTH; PERFORMANCE; CYCLE; SULFATE; BINDERS; FIBER;
D O I
10.1016/j.conbuildmat.2022.129612
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Waste marble is a byproduct that is produced as a result of cutting and reshaping marble stone that is commonly used in the construction sector. From a sustainability perspective, waste marble can be a potential alternative to limestone sand with slightly reduced ecological footprint which is aligned with novel concepts, such as circu-larity of construction industry. To provide a comprehensive outline of marble's use as coarse aggregate in concrete production, this study adopted utilizing waste coarse marble aggregate (WCMA) at a quantity of 50% and 100% to substitute coarse limestone aggregates (also natural coarse aggregate (NCA)). Likewise, since marble stone is considered as a metamorphic rock with slightly different microspores, compared to limestone, three different water-to-cement ratios (w/c) of 0.35, 0.42 and 0.49 have also been used. Results show that concretes incorporating WMCA exhibit a slightly better mechanical performance than concretes incorporating NCA, given that the w/c ratio is enough to lubricate WMCA's surface but not to the point of increasing free water in concrete's microstructure. In other words, it is found that WMCA is relatively sensitive to the mixture's w/c ratio which can have a large impact on the resulting physico-mechanical and thermo-durability properties of the specimens. In this regard, despite the WMCA's slightly enhanced performance in certain thermo-durability tests, the interfacial transition zone (ITZ) areas are found to be more susceptible to deteriorating factors. Nonetheless, the result of this study is found to be significant and point to the suitability of utilizing WMCA as an alternative to NCA.
引用
收藏
页数:22
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