Kun Fang

Dr. Kun Fang

China University of Geosciences (Wuhan), China
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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17 October 2022 in Geoscience Frontiers
Verified
Journal Article
Open access
Kun FangKun Fang
Kun Fang
HTHuiming Tang
Huiming Tang
CLChangdong Li
Changdong Li
XSXuexue Su
Xuexue Su
PAPengju An
Pengju An
SSSixuan Sun
Sixuan Sun

18 July 2022 in Acta Geotechnica
Verified
Journal Article
Closed access
PDF file
Kun FangKun Fang
Kun Fang
MMMinghao Miao
Minghao Miao
HTHuiming Tang
Huiming Tang
SJShixun Jia
Shixun Jia
ADAo Dong
Ao Dong
BZBocheng Zhang
Bocheng Zhang

19 November 2024 in International Journal of Mining Science and Technology
Verified
Journal Article
Open access
GLGuanghe Li
Guanghe Li
ZHZihuan Hu
Zihuan Hu
DWDong Wang
Dong Wang
LWLaigui Wang
Laigui Wang
YWYanting Wang
Yanting Wang
Kun FangKun Fang
Kun Fang

31 January 2024 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
Kun FangKun Fang
Kun Fang
ADAo Dong
Ao Dong
HTHuiming Tang
Huiming Tang
PAPengju An
Pengju An
QWQianyun Wang
Qianyun Wang
BZBocheng Zhang
Bocheng Zhang

20 September 2023 in Engineering Geology
Verified
Journal Article
Closed access
CWChengtang Wang
Chengtang Wang
HWHao Wang
Hao Wang
WQWeimin Qin
Weimin Qin
SWShuan Wei
Shuan Wei
HTHunan Tian
Hunan Tian
Kun FangKun Fang
Kun Fang

30 January 2021 in Sensors
Verified
Journal Article
Open access
PDF file
PAPengju An
Pengju An
Kun FangKun Fang
Kun Fang
QJQiangqiang Jiang
Qiangqiang Jiang
HZHaihua Zhang
Haihua Zhang
Yi ZhangYi Zhang
Yi Zhang
The measurement of rock joint surfaces is essential for the estimation of the shear strength of the rock discontinuities in rock engineering. Commonly used techniques for the acquisition of the morphology of the surfaces, such as profilometers and laser scanners, either have low accuracy or high cost. Therefore, a high-speed, low-cost, and high-accuracy method for obtaining the topography of the joint surfaces is necessary. In this paper, a smartphone structure from motion (SfM) photogrammetric solution for measuring rock joint surfaces is presented and evaluated. Image datasets of two rock joint specimens were taken under two different modes by using an iPhone 6s, a Pixel 2, and a T329t and subsequently processed through SfM-based software to obtain 3D models. The technique for measuring rock joint surfaces was evaluated using the root mean square error (RMSE) of the cloud-to-cloud distance and the mean error of the joint roughness coefficient (JRC). The results show that the RMSEs by using the iPhone 6s and Pixel 2 are both less than 0.08 mm. The mean errors of the JRC are −7.54 and −5.27% with point intervals of 0.25 and 1.0 mm, respectively. The smartphone SfM photogrammetric method has comparable accuracy to a 3D laser scanner approach for reconstructing laboratory-sized rock joint surfaces, and it has the potential to become a popular method for measuring rock joint surfaces.