Yunjin Hu

ORCID: 0000-0003-0596-7918
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About
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Research Areas
  • Rock Mechanics and Modeling
  • Landslides and related hazards
  • Numerical methods in engineering
  • Geotechnical and Geomechanical Engineering
  • Dam Engineering and Safety
  • Hydraulic Fracturing and Reservoir Analysis
  • Geomechanics and Mining Engineering
  • Groundwater flow and contamination studies
  • Geotechnical Engineering and Underground Structures
  • Fluid Dynamics Simulations and Interactions
  • Concrete and Cement Materials Research
  • Grouting, Rheology, and Soil Mechanics
  • earthquake and tectonic studies
  • Soil and Unsaturated Flow
  • Soil, Finite Element Methods
  • Water Systems and Optimization
  • Drilling and Well Engineering
  • Innovative concrete reinforcement materials
  • Hydraulic flow and structures
  • Magnesium Oxide Properties and Applications
  • Cavitation Phenomena in Pumps
  • Hydraulic and Pneumatic Systems
  • Advanced Sensor and Control Systems
  • Advanced Numerical Methods in Computational Mathematics
  • Electromagnetic Simulation and Numerical Methods

Guizhou University
2024-2025

Shaoxing University
2014-2024

Institute of Rock and Soil Mechanics
2022-2023

Hohai University
2020-2023

University of Regina
2022

Hubei Engineering University
2022

Zhejiang University
2004-2015

Gansu Agricultural University
2013

Tsinghua University
2006-2007

Xiaomi (China)
2006

Abstract The propagation process of blasting vibration has always been a difficult problem affecting the stability high slopes in open-pit mines. Taking Jianshan Phosphorus Mine as research background, combined with engineering geological investigation, field test, monitoring, numerical simulation technology, and theoretical analysis, three-dimensional dynamic adjacent slope after was systematically studied. In our study, small-diameter buffer shock-absorbing technology near proposed, which...

10.2113/2022/6426550 article EN cc-by Lithosphere 2022-01-29

Natural flaws containing fillings strongly affect the mechanical properties and failure process of rocks in practical engineering. In this work, uniaxial compression tests are performed on filled unfilled red sandstone specimens two parallel dentate flaws. Two monitoring technologies––acoustic emission (AE) high-speed camera––are employed to record cracking flawed rocks. The effects filling ligament angles analyzed. relationship between AE parameters stress–strain curves is established order...

10.1061/ijgnai.gmeng-8034 article EN International Journal of Geomechanics 2023-01-23

Deep learning has performed well in feature extraction and pattern recognition been widely studied the field of fault diagnosis. However, practical engineering applications, lack sample size limits potential deep Moreover, practice, it is usually necessary to obtain multidimensional information (such as localization quantification), while current methods mostly only provide single-dimensional information. Aiming at above problems, this paper proposes an Attention-based Multidimensional Fault...

10.3390/s25010224 article EN cc-by Sensors 2025-01-03

With the ending of deep-concave open-pit phosphorite extractions and gradual exhausting shallow mineral resources, stoping seams has entered or will enter into underground mining. Particularly for excavating slightly inclined thin medium-thick orebodies, roof surface control under different mining methods is crucial safe efficient exploitations. In this study, study area located in Kunyang Phosphorite Mine characterized by deposits. Based on occurrence conditions, orebody thickness, dip...

10.3389/feart.2022.831856 article EN cc-by Frontiers in Earth Science 2022-03-04

Abstract The numerical approach is a vital means for evaluating the stability of flawed rocks. In this paper, extended non‐ordinary state‐based peridynamics (NOSB‐PD) theory employed to simulate fracture process rocks containing two pre‐existing flaws. Two stress criteria, including maximum tensile criterion and Mohr–Coulomb criterion, are implemented into NOSB‐PD method respectively judge shear failure rock materials. effects inclination angles ligament on crack initiation coalescence modes...

10.1111/ffe.13983 article EN Fatigue & Fracture of Engineering Materials & Structures 2023-03-05

In order to solve frost damage problems in cold-region tunnels, a new sustainable energy based freeze proof method for tunnel drainage system is proposed. The applied Tianshan Shengli Tunnel, China as case study show the concept and details of ground heat exchangers (GHEs) including calculation active heating length maximum load, design extraction cross tunnel, segmented method. Long-term performance GHEs also fully discussed. Multi-field simulations are performed achieve corresponding...

10.1016/j.csite.2022.102020 article EN cc-by-nc-nd Case Studies in Thermal Engineering 2022-04-08

Predictive health management (PHM) plays a pivotal role in the maintenance of contemporary industrial systems, with evaluation state (SOH) and prediction remaining useful life (RUL) constituting its central objectives. Nevertheless, existing studies frequently approach these tasks isolation, overlooking their interdependence, predominantly concentrate on single-condition settings. While Transformers have demonstrated exceptional performance RUL prediction, substantial parameter requirements...

10.3390/s25051368 article EN cc-by Sensors 2025-02-23

Geopolymer is a new type of synthesized aluminosilicate material. Compared with ordinary Portland cement, it has better fire resistance and durability, more environmentally friendly. In this paper, high-strength metakaolin-based geopolymer composite (HMGC) been developed by utilizing quartz powder steel fibers. The optimization compositions effect curing temperatures (from ambient temperature to 90 °C) on the strength performance HMGC studied. optimized 1-day compressive can reach 80 MPa,...

10.3390/ma15113958 article EN Materials 2022-06-02
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