Guangcheng Zhang

ORCID: 0000-0003-0130-5327
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About
Contact & Profiles
Research Areas
  • Landslides and related hazards
  • Geotechnical Engineering and Analysis
  • Dam Engineering and Safety
  • Rock Mechanics and Modeling
  • Remote Sensing and Land Use
  • Geology and Paleoclimatology Research
  • Cryospheric studies and observations
  • Soil, Finite Element Methods
  • Seismic Imaging and Inversion Techniques
  • Fluid Dynamics Simulations and Interactions
  • Tree Root and Stability Studies
  • Sports Dynamics and Biomechanics
  • Environmental Changes in China
  • Climate change and permafrost
  • High-pressure geophysics and materials
  • Geomechanics and Mining Engineering
  • Geotechnical Engineering and Underground Structures
  • Soil and Unsaturated Flow
  • Seismic Waves and Analysis
  • Geoscience and Mining Technology
  • Tree-ring climate responses
  • Image and Signal Denoising Methods
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Soil Mechanics
  • Interdisciplinary Research and Collaboration

China University of Geosciences
2016-2025

Second Hospital of Yichang
2024

University of Science and Technology of China
2024

Anhui Geological Museum
2023-2024

Heilongjiang Earthquake Agency
2018-2020

China Earthquake Administration
2009-2020

The University of Adelaide
2014-2015

Ordnance Engineering College
2006-2012

China Three Gorges Corporation (China)
2012

In order to investigate the mechanism of ground settlement induced by shield tunnels better, this study proposes a novel simplified physical model testing method. model, double layer tubes with different materials are used tunnel boring machine (TBM) and tunnel, respectively. When outer tube in experimental box is removed, gap between two can be utilized reflect caused TMB construction. Meanwhile, 3D image monitoring technology introduced collect data for research on TBM validate proposed...

10.3390/buildings15050710 article EN cc-by Buildings 2025-02-23

Rockslides along a stepped failure surface have characteristics of deformation characteristic and it is difficult to predict the time. In this study, disaster prediction model Fengning granite rockslide were analyzed based on field surveys monitoring data. To evaluate stability, shear strength parameters sliding determined back-propagation neural network three-dimensional discrete element numerical method. Through correlation analysis results with rainfall blasting, shown that landslide was...

10.3390/rs14010166 article EN cc-by Remote Sensing 2021-12-31

10.1016/j.ijimpeng.2022.104431 article EN International Journal of Impact Engineering 2022-11-21

The purpose of this study is to identify the leading causes slope instability along a local highway in Anhui, People’s Republic China. As part east expansion project, mountain range will be excavated create two-way, nearly 30 m wide highway. site’s topography consists hill with palm-shaped faces carved from limestone running its sides. geological characteristics and stability research area highlight possibility failure both sides roadway. Slope analysis was performed order determine...

10.3390/w15101924 article EN Water 2023-05-19

10.1016/j.ijrmms.2015.06.001 article EN International Journal of Rock Mechanics and Mining Sciences 2015-06-25

10.1007/s40948-016-0032-4 article EN Geomechanics and Geophysics for Geo-Energy and Geo-Resources 2016-07-15

Cu-based catalysts play an important role in the hydrogenation of carboxylate, however, its application under high temperature is restricted due to low Hüttig Cu. Promoting activity...

10.1039/d5ta01126d article EN Journal of Materials Chemistry A 2025-01-01
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