期刊
THEORETICAL AND APPLIED FRACTURE MECHANICS
卷 116, 期 -, 页码 -出版社
ELSEVIER
DOI: 10.1016/j.tafmec.2021.103116
关键词
Geopolymer; Fracture toughness; Digital image correlation; Fracture process zone; Semi-circular bend test
Sustainably reusing mine tailings and reducing the economic costs of storing them is a critical concern in geomechanics. This paper investigates the fracture behaviors of geopolymer made from mine tailings, highlighting the importance of understanding fracture toughness and notch depth sensitivity in geopolymer specimens. The study fills a knowledge gap in the field and provides insights into the fracture behaviors of geopolymer under different loading conditions.
Sustainably reusing mine tailings and reducing the economic costs of storing them is an ongoing concern in the geomechanics field. This paper discusses the process of utilizing MTs in the manufacture of geopolymer through alkaline activation. Since geopolymer is subjected to various external and internal loading conditions that could result in failures and fractures, understanding the fracture behaviors of MTs-based geopolymer is critically important for its use and application. The fracture behaviors of geopolymer remain largely unexplored. The study presented in this paper addressed this knowledge gap by evaluating the mode I fracture tests that are commonly used in the rock mechanics field for adoption to test geopolymer by using three-point bending instrument and considering various influential parameters, such as notch depths. The geopolymer specimens in this study were cast into cylindrical molds by mixing different mine tailings with a 10 M NaOH solution at a water/tailings ratio of 22% and then cured with a slightly elevated temperature of 72 +/- 2 degrees C, for seven days. Thereafter, the cylindrical specimens were cut into semi-circular specimens and a series of semi-circular bending tests were performed. The mode I fracture toughness, K-IC, of the geopolymer were estimated and the sensitivity of the notch depth was evaluated based on linear elastic fracture mechanics for the specimens with current sizes. Also, the strain behaviors of the semi-circular specimens were investigated through digital image correlation mapping. The mode I fracture behaviors were studied and the force-displacement behaviors of the semi-circular bending specimens with regard to the notch depths were compared and interpreted. Further, the strain properties of the semi-circular bending specimen were evaluated with respect to different load levels and the fracture process zone and crack tip opening displacement of the geopolymer then were measured by digital image correlation analyses.
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