Workability and Compressive Strength Properties of Fly Ash-Metakaolin based Flowable Geopolymer Mortar

被引:0
|
作者
Al-Jaberi, L. A. [1 ]
Ali, A. M. [1 ]
Al-Jadiri, R. S. [1 ]
Al-Khafaji, Z. [2 ,3 ]
机构
[1] Univ Mustansiriayah, Coll Engn, Civil Engn Dept, Baghdad, Iraq
[2] Univ Kebangsaan Malaysia, Fac Engn & Built Environm, Dept Civil Engn, Bangi 43600, Selangor, Malaysia
[3] Al Mustaqbal Univ, Bldg & Construct Tech Engn Dept, Hillah 51001, Babil, Iraq
来源
关键词
RPC (Reactive Powder Concrete); Geopolymer concrete; Flow diameter; Compressive strength; REACTIVE POWDER CONCRETE; COMPOSITE;
D O I
10.56748/ejse.23436
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reactive Powder Concrete is a high-strength concrete with outstanding technical qualities. Cement production is seen as an environmentally unsustainable process. As a result, it is necessary to substitute cement in RPC manufacturing with an environmentally acceptable binder. Geopolymer seems to be a novel binder that can completely replace cement. The properties of constituents and their percentages in the mix significantly affect the behavior of geopolymer concrete or mortar. This research aims to produce Geopolymer RPC (GRPC) and verify the impact of the ratios of fly ash/pozzolanic materials (FA/P), sand/pozzolanic materials(S/P), finer sand/fine aggregate (S2/S1), and alkaline solution/pozzolanic materials (A/P) on its mechanical and durability properties. The results of the current works demonstrate that increase in alkaline solution to binder ratio increase the compressive strength of the mortars from 62.28 to 70.01 MPa at 62.50% to 100% alkaline/binder ratio, respectively. As well as for the same alkaline/binder ratio the workability subsequently improves from 15 to 17.3mm
引用
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页数:6
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