Mingfeng Lei

ORCID: 0000-0001-9413-770X
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About
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Research Areas
  • Geotechnical Engineering and Analysis
  • Geotechnical Engineering and Underground Structures
  • Rock Mechanics and Modeling
  • Grouting, Rheology, and Soil Mechanics
  • Landslides and related hazards
  • Innovative concrete reinforcement materials
  • Tunneling and Rock Mechanics
  • Aerodynamics and Fluid Dynamics Research
  • Geotechnical Engineering and Soil Stabilization
  • Innovations in Concrete and Construction Materials
  • Railway Engineering and Dynamics
  • Wind and Air Flow Studies
  • Fluid Dynamics and Vibration Analysis
  • Structural Behavior of Reinforced Concrete
  • Climate change and permafrost
  • Civil and Geotechnical Engineering Research
  • Dam Engineering and Safety
  • Infrastructure Maintenance and Monitoring
  • Geotechnical Engineering and Soil Mechanics
  • Structural Response to Dynamic Loads
  • Concrete and Cement Materials Research
  • Underground infrastructure and sustainability
  • Structural Health Monitoring Techniques
  • Geophysical Methods and Applications
  • Groundwater flow and contamination studies

Central South University
2017-2025

10.1016/j.tust.2018.04.007 article EN Tunnelling and Underground Space Technology 2018-04-10

Abstract To address the challenges of low recognition accuracy, robustness, and detection efficiency in existing tunnel face joint fissure methods, we present a deep learning segmentation algorithm called mask region convolutional neural network (Mask R‐CNN) that is enhanced by an advanced Transformer attention mechanism deformable convolution R‐CNN‐TD). The improves backbone network's ability to extract image features focusing on important areas. A enables more precisely conform...

10.1111/mice.13097 article EN Computer-Aided Civil and Infrastructure Engineering 2023-09-18

The moisture content is closely related to the shear creep deformation behavior of soft rock, and linear rock can be described by classical Nishihara model. However, its accuracy in describing accelerated nonlinear characteristics effects still needs improved. innovation this paper propose an improved model that describe whole process shale with different content. uses a strain-triggered sticky pot proposes damage factor reflect effect on rock. relationship between exponential function,...

10.3390/pr13030783 article EN Processes 2025-03-07

Notched beam specimens were loaded by the three-point bending test device, and effects of different volume contents combinations steel fibers on tensile properties hybrid fiber–reinforced self-compacting concrete (HSFRSCC) studied. The failure law strain field distribution studied digital image correlation (DIC) technology. Moreover, curves between load crack mouth opening displacement (CMOD) 18 groups obtained, stress–strain derived from load–CMOD curves. results show that both single can...

10.3390/ma16031114 article EN Materials 2023-01-27

It's inevitable that, various types of construction works emerge within proximity during the large-scale urban rail transit, thus posing huge challenges for actual construction. In this paper, a minute study on risk control shield tunneling beneath existing railroads relying practical engineering is conducted, thereby developing set feasible risk-handling ideas, mainly including: (1) based detailed investigation and analysis background environment, to find out key indicators; (2) carry...

10.1080/19648189.2018.1475305 article EN European Journal of Environmental and Civil engineering 2018-06-21
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