Baokun Zhou

ORCID: 0000-0001-8832-367X
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Coal Properties and Utilization
  • Geoscience and Mining Technology
  • Landslides and related hazards
  • Safety and Risk Management
  • Earthquake Detection and Analysis
  • Geotechnical and Geomechanical Engineering
  • Geotechnical Engineering and Underground Structures
  • Mineral Processing and Grinding
  • Geophysical Methods and Applications
  • Viral gastroenteritis research and epidemiology
  • Allelopathy and phytotoxic interactions
  • Animal Virus Infections Studies
  • Herpesvirus Infections and Treatments
  • Drilling and Well Engineering
  • Bioactive natural compounds
  • Chemical synthesis and alkaloids
  • Structural Response to Dynamic Loads
  • Geomechanics and Mining Engineering
  • earthquake and tectonic studies

China University of Mining and Technology
2022-2025

Shandong Entry-Exit Inspection and Quarantine Bureau
2024

In the context of advancements in deep resource development and underground space utilisation, engineering faces challenge investigating mechanical behaviour rocks under high-stress conditions. The present study is based on a gold mine, bulk ore taken from mine perimeter rock was processed into two sets specimens containing semicircular arched roadways with half full penetrations. tests were carried out using true triaxial test system. results indicate that stress–strain curve included...

10.3390/fractalfract9020121 article EN cc-by Fractal and Fractional 2025-02-15

In this paper, the shear modulus and damping ratio of silica rock under cyclic loading were experimentally analyzed using two modes, constant amplitude increasing amplitude, combined with three rates. Observations have indicated a decrease in specimens as number cycles increased during unloading phases an overall increase larger intervals. The change rate significantly affects specimens, leading to stepwise within same group, while single specimen exhibits ‘concave’ distribution throughout...

10.3390/app14114713 article EN cc-by Applied Sciences 2024-05-30

To quantitatively study the failure evolution characteristics of raw coal and briquette under triaxial compression, an acoustic emission (AE) experiment was conducted on both materials. The characterized based AE energy. A constitutive model accurately describing process constructed. Using Logistic function, a compression constructed by combining mechanics theory with effective medium theory. effects parameters r relationship were further analyzed. results show that compaction stage is more...

10.1080/15376494.2024.2369259 article EN Mechanics of Advanced Materials and Structures 2024-06-24

ABSTRACT The aim of this work is to investigate the deformation and energy characteristics skarn with different interlayer inclination angles under cyclic loading. samples marble bands various orientations (i.e., 30°, 45°, 60°, 75°) were chosen as test material. It revealed from testing results that presence interlayers changes geomechanical properties rock, rock peak strength, elastic modulus increases increasing angle. Additionally, growth rate input exhibits an inverted “V” pattern...

10.1111/ffe.14467 article EN Fatigue & Fracture of Engineering Materials & Structures 2024-10-09

10.1504/ijogct.2025.143014 article EN International Journal of Oil Gas and Coal Technology 2024-12-04

10.1504/ijogct.2025.10067654 article EN International Journal of Oil Gas and Coal Technology 2024-11-04

The reasonable determination of the coal rock stress threshold holds significant importance for objective description deformation stages and fine-scale crack evolution during failure. This study aims to accurately identify raw briquette propagation under triaxial compression determine suitable identification methods. thresholds were determined via experiments, coupled with monitoring stress, strain, acoustic emission (AE) signals. was achieved by employing axial strain method, moving point...

10.1080/10589759.2024.2437505 article EN Nondestructive Testing And Evaluation 2024-12-04
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