Journal of Jilin University(Engineering and Technology Edition) ›› 2021, Vol. 51 ›› Issue (1): 252-258.doi: 10.13229/j.cnki.jdxbgxb20200242

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Strength enhancement and shrinkage reduction mechanism of desulfurized gypsum cement stabilized aggregates

Qing-qing LU1,2()   

  1. 1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China
    2.Shanghai Road and Bridge(Group) Co. Ltd. ,Shanghai 200433,China
  • Received:2020-04-08 Online:2021-01-01 Published:2021-01-20

Abstract:

Desulfurization gypsum is a kind of industrial wastes. When mixed with fly ash and slag, it can enhance the reaction efficiency, increase the cohesiveness of cementation systems and reduce the amount of cement. Furthermore, gypsum cement gel material has a slight expansion function, which contributes to improving the compactness of materials, delaying the shrinkage cracking. Currently, gypsum is just used as roadbed filler, which can not fully play its performance. Based on this background, in this paper, the gypsum cement stabilized aggregate formation mechanism and its engineering application were investigated to identify the mechanism of “excitation”, “enhancement” and “reduction” of shrinkage. Referring to the cement performance test, the effects of gypsum on the retarding effect, strength characteristics and stability of the composite gel system were analyzed. Scanning electron microscope images and X-ray diffraction patterns were applied to reveal the mechanism of the effect of gypsum on the chemical reaction of composite gel system. The results reveal the volumetric micro-swelling and the three-stage development of the composite gel system. The feature of volume swell is derived from the crystallization of gypsum and the formation of ettringite. The three-stage strength development characteristics are derived from the excitation of desulfurization gypsum to active ingredients in the slag, crystallization pressure generated by the ettringite formation, and gypsum filling. For medium-particle composite stabilized aggregates, the proportion of slag should not be lower than the proportion of cement incorporation and the proportion of gypsum should not be less than 3.0%, not be more than 6.0%.

Key words: flue-gas desulfurization gypsum, blast furnace slag, cement stabilized aggregate, shrinkage characteristics, strength characteristics

CLC Number: 

  • TQ172

Table 1

Chemical composition"

名称SiO2Al2O3Fe2O3CaOMgOSO3其他
脱硫石膏3.14.26.128.19.743.65.2
矿渣32.814.81.137.88.50.74.3
水泥26.59.14.947.43.31.07.8

Table 2

Mortar mixing ratio"

各类材料质量/g脱硫石膏掺配比/%
水泥矿渣脱硫石膏
225225135000
2252251327.522.55
22522513054510
22522512609020
225225121513530
225225121522550
225225108027060
2252251012.5337.575
22522594540590
225225900450100
225225787.5562.5125
225225675675150
225225562.5787.5175
225225450900200

Fig.1

Effect of desulfurized gypsum contents on dry shrinkage strain"

Fig.2

Effect of sulfur gypsum contents on εT and αT"

Fig.3

Effect of desulfurized gypsum contents on mortar compressive strength"

Fig.4

Effect of desulfurized gypsum contents on mortar flexural strength"

Fig.5

Effect of desulfurized gypsum contents on 7 d and 28 d compressive strength of stabilized crushed stone"

Fig.6

SEM images with different desulfurized gypsum contents"

Fig.7

XRD images with different desulfurized gypsum contents"

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