TY - JOUR
T1 - CT scanning of internal crack mechanism and strength behavior of cement-fiber-tailings matrix composites
AU - Cao, Shuai
AU - Yilmaz, Erol
AU - Yin, Zhenyu
AU - Xue, Gaili
AU - Song, Weidong
AU - Sun, Lijuan
N1 - Funding Information:
This work was financially supported by the National Natural Science Foundation of China (Grant No. 51804017 ), the Opening Fund of State Key Laboratory of Nonlinear Mechanics (Grant No. LNM202009 ) and the Fundamental Research Funds for Central Universities (Grant No. FRF-TP-20-001A2 ). Special thanks are extended to Shuai Zhou from GRANPECT company limited for his technical help.
Publisher Copyright:
© 2020
Copyright:
Copyright 2020 Elsevier B.V., All rights reserved.
PY - 2020
Y1 - 2020
N2 - This paper deals the relationship between compressive strength and internal crack formation (e.g., crack width and volume) of cement-fiber-tailings matrix composites (CFTMC) using an industrial computed tomography system and scanning electron microscopy. Two types of fibers (polypropylene PP and polyacrylonitrile PAN) were used to manufacture CFTMC with a constant cement-to-tailings ratio, solid content and curing time of 1:6, 75 wt% and 14 days, respectively. The results showed that strength gaining of CFTMC increased remarkably with fiber additions which effectively improve its toughness. When compared to samples without fibers, the compressive strength of CFTMC was the highest because of the reduced interconnection between pores and high particle packing density. The internal structure analysis showed that the maximum crack widths of CFTMC increased when the fiber content increased from 0.3 to 0.6 wt%, regardless of fiber type, growing the crack volumes of samples. The failure pattern of all CFTMC samples was mainly tensile, shear and mixed failure (tensile/shear), and a high strength value accompanies with a big volume of crack. At last, the findings of this study may offer a key reference for fiber-reinforced backfills, which can lift their strength, stability and integrity behavior under extreme conditions, such as rock burst, squeezing ground, blast or seismic event.
AB - This paper deals the relationship between compressive strength and internal crack formation (e.g., crack width and volume) of cement-fiber-tailings matrix composites (CFTMC) using an industrial computed tomography system and scanning electron microscopy. Two types of fibers (polypropylene PP and polyacrylonitrile PAN) were used to manufacture CFTMC with a constant cement-to-tailings ratio, solid content and curing time of 1:6, 75 wt% and 14 days, respectively. The results showed that strength gaining of CFTMC increased remarkably with fiber additions which effectively improve its toughness. When compared to samples without fibers, the compressive strength of CFTMC was the highest because of the reduced interconnection between pores and high particle packing density. The internal structure analysis showed that the maximum crack widths of CFTMC increased when the fiber content increased from 0.3 to 0.6 wt%, regardless of fiber type, growing the crack volumes of samples. The failure pattern of all CFTMC samples was mainly tensile, shear and mixed failure (tensile/shear), and a high strength value accompanies with a big volume of crack. At last, the findings of this study may offer a key reference for fiber-reinforced backfills, which can lift their strength, stability and integrity behavior under extreme conditions, such as rock burst, squeezing ground, blast or seismic event.
KW - 3D model reconstruction
KW - Cement-fiber-tailings matrix composites
KW - Compressive strength
KW - Industrial computed tomography
KW - Microstructural properties
KW - Polypropylene-polyacrylonitrile fibers
UR - http://www.scopus.com/inward/record.url?scp=85097090458&partnerID=8YFLogxK
U2 - 10.1016/j.cemconcomp.2020.103865
DO - 10.1016/j.cemconcomp.2020.103865
M3 - Journal article
AN - SCOPUS:85097090458
SN - 0958-9465
JO - Cement and Concrete Composites
JF - Cement and Concrete Composites
M1 - 103865
ER -