Related Experiment Video
Updated: Jun 2, 2026

Two-way Valorization of Blast Furnace Slag: Synthesis of Precipitated Calcium Carbonate and Zeolitic Heavy Metal Adsorbent
Published on: February 21, 2017
Effects of Heterogeneous Fly Ash on the Hydration Characteristics of Modified Magnesium Slag-Based Cementitious
Shishan Ruan1,2, Lijie Guo1,2, Lang Liu3,4
1BGRIMM Technology Group, Beijing 100160, China.
Abstract:
The modified magnesium slag (MMS)-based cementitious material (M·C) is a green backfill cementitious material developed using the synergistic effect of regional solid wastes (MMS and fly ash (FA)). Precise selection of FA directly governs the cementitious quality and application performance of M·C. This study investigated the effects of basic characteristics of FA emitted from different power plants in Yulin city on the mechanical and hydration properties of M·C. The results indicate: (1) FA varies in chemical composition, particle size, and hydration activity, while its activity mainly derives from f-CaO and amorphous phases. (2) FA reduces M·C early strength, but the 28 d strength reaches 12.75-19.35 MPa, higher than the control (10.31 MPa). M·CGH (75-20-5) showed the highest strength among all groups. The FA activity index method in GB 1596 is not fully applicable to the M·C system, and MMS standard samples should be used as the reference specimens. (3) FA reduces M·C heat release rate and cumulative heat. The early hydration heat of M·C activated by various FAs was mainly governed by the coupled effects of particle size and f-CaO content. (4) All hydration products of M·C contain CH, AFt, and C-S(A)-H. Early hydration is controlled by FA particle size and f-CaO content, while late hydration by its pozzolanic activity. FA and MMS jointly provide an active Al source for the formation of AFt. Additionally, heterogeneous FA affects the hydration degree, not the mechanism or product type. (5) In the cases of M·CMX, M·CGG, and M·CGL, the hydration product layers are thin and relatively loose, resulting in lower strengths compared to the other samples. Thus, FAMX, FAGG, and FAGL are not recommended for the M·C system, while FAGH is preferred. The research results provide a basis for precise FA selection in M·C, as well as theoretical and technical support for its standardized application.
Related Concept Videos
Pozzolans
Fly ash is a...
Types of Cement II
Hydration of Cement
Strength and Heat of Hydration
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
Additives and Fillers in Concrete
The...
Fineness of Cement
Direct...
