4.5 Article

Strength and Ultrasonic Characteristics of Cemented Paste Backfill Incorporating Foaming Agent

期刊

MINERALS
卷 11, 期 7, 页码 -

出版社

MDPI
DOI: 10.3390/min11070681

关键词

foam-cemented paste backfill; admixtures; grey relational analysis; unconfined compressive strength; ultrasonic pulse velocity

资金

  1. Natural Science Foundation of China [52074061, 51974060, U1903216, 51774066]
  2. Fundamental Research Funds for the Central Universities [N2001024]
  3. Major scientific and technological projects in Liaoning Province [2020JH1/10300005]
  4. Innovation Program for College Students, Northeastern University [210069]

向作者/读者索取更多资源

This study systematically investigated the relationship between the strength and ultrasonic properties of foam-cemented paste backfill (FCPB) and influencing factors such as cement-tailings ratio, solid content, curing time, and foaming agent content. Grey relational analysis revealed that the UCS of FCPB is most significantly influenced by CTR and SC, while there exists a linear relationship between UPV and UCS regardless of other factors.
This work is a systematic study of the strength and ultrasonic properties of cemented paste backfill incorporating a foaming agent, known as foam-cemented paste backfill (FCPB). Based on determining the optimal admixture contents (foaming stabilizer, thickening agent, and foaming agent), a series of uniaxial compressive strength (UCS) tests were conducted to determine the relationship between the UCS of FCPB and four influencing factors, i.e., cement-tailings ratio (CTR), solid content (SC), curing time (T), and foaming agent content (FC). To analyze the sensitivity of UCS to these four factors, grey relational analysis (GRA) was introduced. Moreover, UCS results were correlated with the corresponding ultrasonic pulse velocity (UPV) parameters. The results indicate that the optimal contents of foaming stabilizer, thickening agent and foaming agent are 0.5%, 0.6%, and 1-3%, respectively. The UCS of FCPB exponentially increases with CTR and SC, while it logarithmically and linearly increases with T and FC, respectively. CTR has the most significant influence, followed by T, SC, and FC. There exists an evidently linear relationship between UPV and UCS of FCPB regardless of CTR, SC, T and FC. These results contribute to understanding the properties of hardened FCPB and to sound designs in practice.

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