Penghai Zhang

Penghai Zhang


Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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14 November 2014 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
PZPenghai Zhang
Penghai Zhang
TYTianhong Yang
Tianhong Yang
QYQinglei Yu
Qinglei Yu
TXTao Xu
Tao Xu
WZWancheng Zhu
Wancheng Zhu
YZYongchuan Zhao
Yongchuan Zhao

19 February 2020 in Pure and Applied Geophysics
Verified
Journal Article
Closed access
PDF file
PZPenghai Zhang
Penghai Zhang
QYQinglei Yu
Qinglei Yu
LLLianchong Li
Lianchong Li
TXTao Xu
Tao Xu
TYTianhong Yang
Tianhong Yang
WZWancheng Zhu
Wancheng Zhu

1 January 2018 in Shock and Vibration
Verified
Journal Article
Open access
PDF file
PZPenghai Zhang
Penghai Zhang
TYTianhong Yang
Tianhong Yang
TXTao Xu
Tao Xu
QYQinglei Yu
Qinglei Yu
JZJingren Zhou
Jingren Zhou
WZWancheng Zhu
Wancheng Zhu
Sudden inelastic deformations in rock are associated with acoustic emission (AE). Therefore, AE monitoring technique can be used to study the fracture processes of rock. In this paper, AE tests were conducted on the granitic gneiss specimens under the uniaxial compressive loading conditions. The temporal changes in AE hit parameters and spatial‐temporal evolution of AE events during the failure process of the granitic gneiss specimens were studied, and several characteristic AE phenomena (i.e., dramatic increase in dominant frequency, AE energy, and hit rate, the AE event with a high energy level, and the through‐going distribution of the AE events with intermediate energy levels) were statistically analyzed before the failure occurred. It was found that the chronological order of the characteristic AE phenomena was relatively certain and correspondingly had a close relationship with the crack development stage. Because of the difference of the stress level at each crack development stage, the stability at different crack development stages is different. Therefore, a rock stability assessment approach was established based on the chronological order of the characteristic AE phenomena, and then the rock stability was assessed using the proposed approach.