Weiqin Wang

Dr. Weiqin Wang


Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

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

Representative Publications

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6 December 2019 in International Journal for Numerical and Analytical Methods in Geomechanics
Verified
Journal Article
Closed access
PDF file
QLQuansheng Liu
Quansheng Liu
WWWeiqin Wang
Weiqin Wang
HMHao Ma
Hao Ma

4 May 2022 in International Journal for Numerical and Analytical Methods in Geomechanics
Verified
Journal Article
Closed access
HMHao Ma
Hao Ma
WWWeiqin Wang
Weiqin Wang
QLQuansheng Liu
Quansheng Liu
YTYongchao Tian
Yongchao Tian
YJYalong Jiang
Yalong Jiang
DHDan Huang
Dan Huang

1 October 2020 in Computers and Geotechnics
Verified
Journal Article
Closed access
WWWeiqin Wang
Weiqin Wang
QLQuansheng Liu
Quansheng Liu
HMHao Ma
Hao Ma
HLHaifeng Lu
Haifeng Lu
ZWZhongwei Wang
Zhongwei Wang

15 October 2022 in Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Verified
Journal Article
Closed access
PDF file
WWWeiqin Wang
Weiqin Wang
ZDZiwei DING
Ziwei DING
HMHao Ma
Hao Ma
WSWeili Sun
Weili Sun
JRJinshan Ren
Jinshan Ren

27 June 2024 in Sustainability
Verified
Journal Article
Open access
PDF file
JRJianju Ren
Jianju Ren
XZXin Zhang
Xin Zhang
QGQinghua Gu
Qinghua Gu
WZWenlong Zhang
Wenlong Zhang
WWWeiqin Wang
Weiqin Wang
LFLong Fan
Long Fan
The main frequency of microseismic signals has recently been identified as a dominant indicator for characterizing vibration events because it reflects the energy level of these events. Frequency information directly determines whether effective signals can be collected, which has a significant impact on the accuracy of predicting rock burst disasters. In this study, we adopted a characterizing method and developed a monitoring system for capturing rock failure events at various strata in an underground coal mine. Based on the rock break mechanism and energy release level, three types of rock failure events, namely, high roof breaking, low roof breaking, and coal fracture events, were evaluated separately using specific sensors and monitoring systems to optimize the monitoring accuracy and reduce the general cost. The captured vibration signals were processed and statistically analyzed to characterize the main frequency features for different rock failure events. It was found that the main frequency distribution ranges of low roof breaking, high roof breaking, and coal fracture events are 20–400 Hz, 1–180 Hz, and 1–800 Hz, respectively. Therefore, these frequency ranges are proposed to monitor different vibration events to improve detection accuracy and reduce the test and analysis times. The failure mechanism in a high roof is quite different from that of low roof failure and coal fracturing, with the main frequency and amplitude clustering in a limited zone close to the origin. Coal fracturing and lower roof failure show a synergistic effect both in the maximum amplitude and main frequency, which could be an indicator to distinguish failure locations in the vertical direction. This result can support the selection and optimization of the measurement range and main frequency parameters of microseismic monitoring systems. This study also discussed the distribution law of the maximum amplitude and main frequency of different events and the variation in test values with the measurement distance, which are of great significance in expanding the application of optimized microseismic monitoring systems for rock burst monitoring and prevention.

26 August 2026 in Scientific Reports
Verified
Journal Article
Open access
PDF file
XLXiaolong Li
Xiaolong Li
WWWeiqin Wang
Weiqin Wang
JHJianjun Huang
Jianjun Huang
EHEnke Hou
Enke Hou
YLYan Li
Yan Li
MXMaoying Xiang
Maoying Xiang
Extracting shallow coal seams beneath gullies risks catastrophic surface water inrush via mining-induced fractures. Conventional 3D geological models rely heavily on sparse borehole data, causing severe topographic over-smoothing in rugged terrains and undermining hazard evaluations. Investigating a longwall panel beneath a seasonal gully, this study proposes an integrated modeling approach combining high-precision Real-Time Kinematic (RTK) surface surveying with subsurface borehole logs. Using 3DMine software, dual models—borehole-only versus RTK-integrated—were constructed and coupled with surface runoff simulations and overburden thickness analyses. Comparative results demonstrate that the borehole-only model systematically distorts gully geometry and overestimates protective overburden thickness, masking true fracture penetration risks. Conversely, the integrated model captures realistic incision depths and slope gradients, successfully pinpointing localized runoff convergence zones and preferential infiltration paths. Fusing high-density terrain point clouds with stratigraphic boundaries establishes an evidence-based engineering framework for designing targeted mitigation measures, including upstream catchment diversion and dynamic mining sequence adjustments.