Junchen Zhang

ORCID: 0000-0002-3631-5691
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About
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Research Areas
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Analysis
  • Geophysical Methods and Applications
  • Railway Engineering and Dynamics
  • Grouting, Rheology, and Soil Mechanics
  • Civil and Geotechnical Engineering Research
  • Rock Mechanics and Modeling
  • Geotechnical Engineering and Soil Mechanics
  • Advanced Fiber Optic Sensors
  • Geotechnical Engineering and Soil Stabilization
  • Seismic Waves and Analysis
  • Geomechanics and Mining Engineering
  • Orthopedic Surgery and Rehabilitation
  • Power System Reliability and Maintenance
  • Advancements in Semiconductor Devices and Circuit Design
  • Metaheuristic Optimization Algorithms Research
  • Vehicle Routing Optimization Methods
  • Landslides and related hazards
  • Energy Load and Power Forecasting
  • Semiconductor materials and devices
  • Fatigue and fracture mechanics
  • Wind Turbine Control Systems
  • Silicon Carbide Semiconductor Technologies
  • Seismic Imaging and Inversion Techniques
  • Drilling and Well Engineering

Nanyang Technological University
2025

Southwest Jiaotong University
2018-2024

Shenzhen University
2024

China Southern Power Grid (China)
2022

University of Toronto
2019

Huazhong University of Science and Technology
2019

University of Science and Technology of China
2016

This study presents an improved constitutive model for concrete under uniaxial cyclic loading which considers the fatigue stiffness degradation, strength and residual strain increment of damage. According to model, dynamic response cumulative damage tunnel cross structure various train operation years were analyzed. The results show that vibration in middle main is most violent. With increase period, acceleration transverse passage floor, both sides wall corner vault significantly, maximum...

10.1155/2018/9525680 article EN cc-by Shock and Vibration 2018-01-01

The shortest simple path problem with must-pass nodes (SSPP-MPN) aims to find a minimum-cost in directed graph, where some specified must be visited. We call these as nodes. SSPP-MPN has been proven NP-hard when the number of is more than one, and it at least difficult traveling salesmen (TSP), well-known problem. In this paper, we propose multi-stage metaheuristic algorithm based on multiple strategies such k-opt move, candidate search, conflicting promotion, connectivity relaxation for...

10.1109/access.2019.2908011 article EN cc-by-nc-nd IEEE Access 2019-01-01

Previous studies have performed numerical simulations of adjacent parallel shield tunnels under train-induced vibration loads. However, few experimental been for the interaction mechanisms. In this study, modeling is conduced to explore subjected different A new Hilbert-Huang transform (HHT) applied obtain instantaneous responses tunnels. The results show that acceleration tunnel follows trend train load curve. peak accelerations experience a unimodal distribution along speed, while dominant...

10.1177/0954409720986269 article EN Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit 2021-01-14

To study the effect of wetting-drying cycles on dynamic tensile strength rock, indirect tension test sandstone samples after 0, 1, 3, and 5 was conducted. Tensile failure observed by digital image correlation. The result shows that appears in center initially, consistent with strain field results obtained An empirical formula derived to link loading rate rock cycles. As increases, increases significantly. reduces as number increases. These provide reference data for complex engineering...

10.2298/tsci180411115l article EN Thermal Science 2019-01-01

Dislocations of circumferential seams are commonly prevalent in shield tunnels. Generally, the displacement space bolt rigid segment joint is very small. When dislocation seam large, plastic deformation bolts or concrete crushing inevitable, which will affect service life tunnel. The flexibility can be achieved by embedding a dowel, reduce damage during misalignment seam. However, addition dowel changes structure joint. At present, shear bearing capacity joint, affecting design, safety...

10.2139/ssrn.4830927 preprint EN 2024-01-01

Summary Microseismic monitoring is a conventional technique used for mapping hydraulic fracturing. Accurate locations of microseismic events are strongly dependent on an accurate velocity model. The model generally obtained by calibration from inverting perforation data. In some cases, however, perforations may only illuminate layers between the and receivers. While occur outside these layers. To derive structure covering all events, we add inversion capability into recently developed Cross...

10.3997/2214-4609.201601482 article EN 79th EAGE Conference and Exhibition 2017 2016-01-01

With the continuous development and progress of power system grid connected operation high-capacity photovoltaic, wind other new energy generation, structure modern is becoming more complex. The input removal photovoltaic generation make uncertain factors increasing. traditional deterministic flow calculation method can not accurately reflect actual state current with high proportion renewable energy. In order to deal randomness brought by permeability access distribution network, this paper...

10.1109/cipae55637.2022.00013 article EN 2022 International Conference on Computers, Information Processing and Advanced Education (CIPAE) 2022-08-01
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