Gan Feng

ORCID: 0000-0002-7110-4427
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Landslides and related hazards
  • Hydraulic Fracturing and Reservoir Analysis
  • Hydrocarbon exploration and reservoir analysis
  • Drilling and Well Engineering
  • Railway Engineering and Dynamics
  • Coal Properties and Utilization
  • Tunneling and Rock Mechanics
  • Geomechanics and Mining Engineering
  • Geophysical Methods and Applications
  • Mechanical stress and fatigue analysis
  • Civil and Geotechnical Engineering Research
  • Geotechnical Engineering and Analysis
  • Gear and Bearing Dynamics Analysis
  • Railway Systems and Energy Efficiency
  • CO2 Sequestration and Geologic Interactions
  • Groundwater flow and contamination studies
  • Geotechnical and Geomechanical Engineering
  • Geotechnical Engineering and Underground Structures
  • Methane Hydrates and Related Phenomena
  • Geothermal Energy Systems and Applications
  • Geoscience and Mining Technology
  • Enhanced Oil Recovery Techniques
  • Dam Engineering and Safety
  • Fluid Dynamics Simulations and Interactions

Sichuan University
2020-2025

State Key Laboratory of Hydraulics and Mountain River Engineering
2020-2025

National Institute of Clean and Low-Carbon Energy
2025

Southwest Jiaotong University
2010-2024

Guizhou University
2024

Wuhan University
2017-2022

State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering
2020

Pennsylvania State University
2019

State Key Laboratory of Traction Power
2018

Taiyuan University of Technology
2015-2016

A deeper understanding of interaction dynamics between hydraulic and natural fractures remains essential, especially for finite-scale fractures. In this paper, a three-dimensional fracturing model is developed by using the discrete lattice method, which can simulate meticulously dynamic evolution both to offer precise portrayal their progression. The results show that often interact with in three distinct ways: bypassing, detour crossing, crossing. Additionally, shorter distances...

10.1063/5.0252814 article EN Physics of Fluids 2025-02-01

Thermally-induced changes in the fracture properties of geological reservoir rocks can influence their stability, transport characteristics, and performance related to various deep subsurface energy projects. The modified maximum tangential stress (MMTS) criterion is a classical theory for predicting instability rocks. However, there lack research on accuracy MMTS when are subjected different temperatures. In this study, mechanical theoretical analysis failure mechanics experiments granite...

10.1016/j.jrmge.2022.12.003 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2022-12-28

As high-speed trains operate at a higher speed, the problem of rail wear is more serious. In this paper, new Gaussian function correction (GFC) method proposed to design profile, two parameters are introduced control removal area. Then train vehicle dynamic model established, Kriging surrogate (KSM) used reduce number simulations and Non dominated sorting genetic algorithm-II (NSGA-II) algorithm optimize profile. Finally, characteristics wheel/rail evolution optimized profile analyzed. The...

10.1177/09544097231152564 article EN Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit 2023-01-23

10.1016/j.ijrmms.2019.04.015 article EN International Journal of Rock Mechanics and Mining Sciences 2019-05-16

With the expansion of urbanisation, more and metro vehicles shuttle on dedicated railway lines, leading to serious wheel wear reduced passenger comfort, it is therefore interest design a profile that matches well with lines. This paper presents optimisation procedure consists 3 steps. Firstly, taking LM profile, which widely used in China vehicles, as an example, rotary-scaling fine-tuning (RSFT) method introduced generate large number candidate profiles. Secondly, quickly reliably establish...

10.1080/00423114.2021.1955135 article EN Vehicle System Dynamics 2021-07-21

Aiming at the shortcomings of BP neural network in practical applications, such as easy to fall into local extremum and slow convergence speed, we optimized initial weights thresholds using particle swarm optimization (PSO). Additionally, cloud computing service, web technology, database numerical simulation were integrated construct an intelligent feedback analysis program for underground engineering safety monitoring based on PSO-BP algorithm. The could conveniently, quickly, intelligently...

10.1038/s41598-024-65556-6 article EN cc-by Scientific Reports 2024-06-22

Abstract Track irregularity from rail alternate side wear is manifested as uneven waveforms alternating in the left and right rails with equal intervals, which will cause carbody sway behaviour of railway vehicles greatly influences passenger comfort. In this work, mechanism due to track possible solutions issue were studied by field testing numerical calculation approaches. First, an urban transit train introduced full-scale tests, through characterized formatted are presented. Then,...

10.1007/s40534-024-00354-4 article EN cc-by Railway Engineering Science 2024-08-14
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