Quanqi Zhu

Dr. Quanqi Zhu

Central South University
orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2017 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
DLDiyuan Li
Diyuan Li
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
ZZZilong Zhou
Zilong Zhou
XLXibing Li
Xibing Li
Ranjith PgRanjith Pg
Ranjith Pg

15 September 2023 in Theoretical and Applied Fracture Mechanics
Verified
Journal Article
Closed access
PLPingkuang Luo
Pingkuang Luo
Diyuan LiDiyuan Li
Diyuan Li
AZAohui Zhou
Aohui Zhou
JMJinyin Ma
Jinyin Ma
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
JJJingtai Jiang
Jingtai Jiang

10 August 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
Diyuan LiDiyuan Li
Diyuan Li
BLBang Li
Bang Li
Zhenyu HanZhenyu Han
Zhenyu Han
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
The fracture behavior of the disc specimens in the Brazilian test is closely related to the reliability and accuracy of the experimental results. To comprehensively investigate the effect of various loading methods and rock material types on the failure mechanism of the Brazilian discs, five different rock types tested with three typical loading methods were employed in this work. The digital image correlation (DIC) method was applied to record and analyze the strain and displacement field of the specimens during the loading process. Experimental results indicate that the peak load and deformation characteristics of the Brazilian discs are strongly affected by the loading types. The Brazilian test with the Chinese standard is evidently not suitable for measuring the tensile strength of rocks, and the other two testing methods may lead to an invalid failure mode for rock materials with high stiffness and tensile to compressive strength ratio. Furthermore, it revealed that the maximum equivalent stress point of a disc specimen is co-controlled by the material stiffness and its tensile–compression ratio. The present work shows that it is necessary to select a suitable loading configuration for each rock type in the Brazilian test.

3 November 2021 in Fatigue & Fracture of Engineering Materials & Structures
Verified
Journal Article
Closed access
PDF file
Diyuan LiDiyuan Li
Diyuan Li
CZChenxi Zhang
Chenxi Zhang
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
JMJinyin Ma
Jinyin Ma
FGFeihong Gao
Feihong Gao

10 January 2019 in Minerals
Verified
Journal Article
Open access
PDF file
XLXibing Li
Xibing Li
YZYanan Zhou
Yanan Zhou
Quanqi ZhuQuanqi Zhu
Quanqi Zhu
SZShitong ZHOU
Shitong ZHOU
CMChendi Min
Chendi Min
Ying ShiYing Shi
Ying Shi
The cemented phosphogypsum (PG) backfill technique provides a new method for massive consumption of PG, and therefore alleviating the environmental pollution of PG. This study considered the effects of slurry preparation on the performance of cemented PG backfill. A L16(44) orthogonal experiment was designed to analyze four factors, namely the solid content, phosphogypsum-to-binder ratio (PG/B ratio), stirring time and stirring speed, with each factor having four levels. According to the range analysis, the solid content played the dominant role in controlling the bleeding rate, while the setting times strongly depended on the PG/B ratio. In terms of strength development of the backfill, the PG/B ratio was shown to be the most significant factor determining the unconfined compressive strength (UCS), followed by the solid content, stirring time and stirring speed. Furthermore, the results showed that the slurry preparation affected the environmental behavior of impurities that originated in PG. By analyzing the concentrations of impurities in the bleeding water of the slurry as well as the leachates of the tank leaching test, the results showed that the release of F− and SO42− was aggravated clearly with the increase in the PG/B ratio, while the release of PO43− always remained at relatively low levels.

9 September 2023 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
Peng XiaoPeng Xiao
Peng Xiao
Diyuan LiDiyuan Li
Diyuan Li
GZGuoyan Zhao
Guoyan Zhao
Quanqi ZhuQuanqi Zhu
Quanqi Zhu