Bei Jiang

Dr. Bei Jiang

Stake Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

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

Representative Publications

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27 May 2023 in International Journal of Mining Science and Technology
Verified
Journal Article
Open access
Bei JiangBei Jiang
Bei Jiang
ZXZhongxin Xin
Zhongxin Xin
XZXiufeng Zhang
Xiufeng Zhang
YDYusong Deng
Yusong Deng
MWMingzi Wang
Mingzi Wang
WRWentao Ren
Wentao Ren

12 November 2021 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
Chun ZhuChun Zhu
Chun Zhu
Manchao HeManchao He
Manchao He
Bei JiangBei Jiang
Bei Jiang
XQXin-Zhan Qin
Xin-Zhan Qin
Qian YinQian Yin
Qian Yin
YZYu Zhou
Yu Zhou

20 July 2023 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
QWQi Wang
Qi Wang
ZJZhenhua Jiang
Zhenhua Jiang
Bei JiangBei Jiang
Bei Jiang
MHManchao He
Manchao He
JYJun Yang
Jun Yang
HXHaojie Xue
Haojie Xue

31 October 2017 in Arabian Journal of Geosciences
Verified
Journal Article
Closed access
PDF file
QWQi Wang
Qi Wang
HGHongke Gao
Hongke Gao
Bei JiangBei Jiang
Bei Jiang
SLShucai Li
Shucai Li
MHManchao He
Manchao He
HYHengchang Yu
Hengchang Yu

9 May 2024 in Journal of Rock Mechanics and Geotechnical Engineering
Verified
Journal Article
Open access
Bei JiangBei Jiang
Bei Jiang
KWKunbo Wu
Kunbo Wu
QWQi Wang
Qi Wang
HKHongpu Kang
Hongpu Kang
BZBowen Zhang
Bowen Zhang
CCChen Chen
Chen Chen

1 May 2018 in International Journal of Geomechanics
Verified
Journal Article
Closed access
QWQi Wang
Qi Wang
SGSong Gao
Song Gao
Bei JiangBei Jiang
Bei Jiang
SLShucai Li
Shucai Li
MHManchao He
Manchao He
QQQian Qin
Qian Qin
Rock mechanics parameters for underground engineering cannot be rapidly or comprehensively tested on site; thus, this article presents a method for determining rock mechanics parameters using drilling parameters obtained during a field drilling experiment. Based on the rock fracture characteristics, a rock-cutting mechanical model was developed that does not assume a damaged rock surface. In this model, the ultimate load of the rock under an oblique cutting force is derived based on slip-line theory. The relationship between the cutting torque and the rock mechanics parameters (hereafter referred to as the CT-R relationship) is then obtained. The results of laboratory tests were compared with theoretical analysis, and the mean deviation ξ was 16.8%, verifying the rationality of the rock-cutting mechanical model and the CT-RP relationship. The CT-RP relationship established in this article can provide a theoretical basis for the inversion of the rock mechanics parameters by the drilling parameters.