Li Gan

ORCID: 0000-0003-4066-9529
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About
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Research Areas
  • Rock Mechanics and Modeling
  • Geomechanics and Mining Engineering
  • Civil and Geotechnical Engineering Research
  • Geotechnical Engineering and Analysis
  • Advanced Computational Techniques and Applications
  • Geoscience and Mining Technology
  • Simulation and Modeling Applications
  • Advanced Sensor and Control Systems
  • Geotechnical Engineering and Underground Structures
  • Landslides and related hazards
  • Grouting, Rheology, and Soil Mechanics
  • Power Systems and Technologies
  • Hydrocarbon exploration and reservoir analysis
  • Vibration and Dynamic Analysis
  • Power System Optimization and Stability
  • Structural Response to Dynamic Loads
  • Dam Engineering and Safety
  • Tunneling and Rock Mechanics
  • Collaboration in agile enterprises
  • Geotechnical and Geomechanical Engineering
  • Technology and Security Systems
  • Evaluation Methods in Various Fields
  • Optimal Power Flow Distribution
  • Geotechnical Engineering and Soil Stabilization
  • Geophysical Methods and Applications

City University of Hong Kong
2025

City University of Hong Kong, Shenzhen Research Institute
2025

Southern University of Science and Technology
2022-2025

PLA Army Engineering University
2016-2024

Ningbo University
2021-2024

Wuhan University
2014-2024

First Affiliated Hospital of Xi'an Jiaotong University
2024

Zhejiang Chinese Medical University
2024

State Key Laboratory for Geomechanics and Deep Underground Engineering
2018-2023

Shanghai Ocean University
2023

Actualizing the near net-shaping of lightweight aluminum (Al) alloys with both superior mechanical performance and complex geometry remains challenging. To address this issue, novel Al–Ti–C–B (TCB) master alloy powders were tailored as effective inoculators introduced into AlSi10Mg to promote heterogeneous nucleation α-Al during powder bed fusion using laser beam (PBF-LB), leading pronounced microstructure bimodal fine-grains improved distribution eutectic Si. The modified a more refined...

10.1080/21663831.2024.2449175 article EN cc-by Materials Research Letters 2025-01-07

In mountain and ravine region of southwest China, several hydropower stations have been built in this area. It is the main national base for energy development, but under influence geological structure surface erosion, in-situ stress environment area more complex. The purpose paper to establish relationship between measured data numerical calculation by means neural network. Therefore, it can be used analyze distribution characteristics large-scale failure regional bodies action Xiluodu This...

10.1109/access.2020.2979024 article EN cc-by IEEE Access 2020-01-01

The problem of shaft instability has always been a major difficulty in deep mining practices. fracture high probability being located near the aquifers and soft–hard rock contact zone. This paper describes deformation stress characteristics surrounding lining under interactive geological conditions soft hard strata Anju coal mine, Shandong Province, China. Using Method Geological Strength Index (GSI ) considering rock-softening water, parameters mass are calibrated. By means 3DEC-trigon...

10.3390/pr7010002 article EN Processes 2018-12-20

A new method for analyzing voltage fluctuation in the integration of wind power plants using probabilistic load flow is presented this paper. This takes many factors into consideration such as generation output variations plants, fluctuations, generator outages and branch outages, then by calculation, not only distributions nodal voltages are obtained, but also fluctuations can be demonstrated. Moreover, proposed may help optimization reactive compensation at plants. In addition, a...

10.1109/pes.2008.4596131 article EN 2008-07-01

10.3901/cjme.2016.0624.079 article EN Chinese Journal of Mechanical Engineering 2016-08-19

Muzhailing Highway Extra‐long Tunnel in Lanzhou, Gansu Province, China, belongs to the soft rock tunnel extremely high geostress area. During construction process, large deformation of occurred frequently. Taking no. 2 inclined shaft as research object, an NPR (negative Poisson’s ratio) constant resistance and anchor cable support system based on prestress force, resistance, releasing surrounding pressure was proposed. The characteristics under steel arch were compared analyzed by using 3DEC...

10.1155/2019/4347302 article EN cc-by Advances in Civil Engineering 2019-01-01

The water diversion surge shaft is vital for a hydropower station. However, the complex geological properties of surrounding rock make it challenging to obtain its mechanical parameters. A method combining particle swarm optimization (PSO) and support vector machine (SVM) algorithms proposed estimating these According engineering background scheme, three-dimensional model established by FLAC3D. An orthogonal test designed verify accuracy numerical model. Then, parameter database established....

10.3390/designs8060116 article EN cc-by Designs 2024-11-06

In view of the large deformation thin‐layer soft rock in No. 2 inclined shaft Muzhailing Tunnel, we performed an experimental investigation on mineral composition, physical characteristics, and uniaxial compressive strength surrounding tunnel. The characteristics tunnel were analyzed, main factors influencing revealed. influence various was analyzed using 3DEC‐Trigon discrete element numerical simulation method. results show that (1) has remarkable asymmetry, initial support is significant,...

10.1155/2020/8826337 article EN cc-by Advances in Civil Engineering 2020-01-01

The rapid growth of the elderly population poses a huge challenge for people to access medical services. key get rid dilemma is patients go firstly primary institutions. Existing studies have identified numerous factors that can affect patients' health institution choice. However, we currently know little about role Internet use in decisions. objective this study explore health-seeking behavior and choice under background era from perspective older adults, analyze whether could guide...

10.3390/healthcare10010060 article EN Healthcare 2021-12-29

Based on the systematic study characteristics of water and mud inrush during excavation Jingzhai tunnel, mechanism seepage transformation caused by disturbance is analyzed. By means electromagnetic geophysical prospecting, potential bearing area tunnel was The constitutive model rock mass grouting parameters are considered in numerical simulation. law crack initiation expansion under different curtain proposed. described. It that there three stages tunnel: incubation, sudden, stable....

10.1155/2021/6634513 article EN cc-by Geofluids 2021-01-09
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