A5108709676- Landslides and related hazards
- Geotechnical Engineering and Analysis
- Rock Mechanics and Modeling
- Dam Engineering and Safety
- Soil and Unsaturated Flow
- Geoscience and Mining Technology
- Cryospheric studies and observations
- Geomechanics and Mining Engineering
- Groundwater flow and contamination studies
- Hydrology and Sediment Transport Processes
- Hydraulic Fracturing and Reservoir Analysis
- Civil and Geotechnical Engineering Research
- Higher Education and Teaching Methods
- Geological formations and processes
- Tree Root and Stability Studies
- Seismic Imaging and Inversion Techniques
- Geological Modeling and Analysis
- Engineering and Environmental Studies
- Precipitation Measurement and Analysis
- Soil, Finite Element Methods
- Geophysical Methods and Applications
- Engineering Education and Curriculum Development
- Geology and Paleoclimatology Research
- Pleistocene-Era Hominins and Archaeology
Chengdu University of Technology
2008-2024
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection
2024
We have studied discrepancies between rainfall infiltration and the effects of time on slope stability using two expressway embankments consisting soil with different permeability as examples to monitor variations in water content porewater pressure during typical events. The results were follows. (1) Rainfall sandy clay embankment occurred three phases: complete infiltration, rate-reducing stable infiltration. gravel could be divided into table rise. wetting front moved down slowly time,...
Abstract: Ancient outwash accumulations, deposited in Pleistocene with complicated sedimentary characteristics, are discovered the midstream valley of Dadu River, Southwestern China. Their sedimentation characteristics investigated for gaining a deep insight into dependency Paleoclimate changes this area. This is achieved by means detailed site investigation, sampling and laboratory tests (grain size distribution Electron Spin Resonance dating tests) two representative accumulations. Based...
The impulse wave generated by the reservoir landslide seriously endangers surrounding safety. In this paper, failure mode of a large deposit in Rumei Reservoir, China was first explored centrifuge test. Thereafter, physical model based on Froude similarity (scale 1:200) and numerical fluid‒solid coupling were constructed. motion process waves deposits at high (2895 m) low (2750 water levels are studied detail. results two models similar. velocity height 2750 m level greater than those 2895...
Retracted.
Retracted.