Evolutionary Process of a Steep Rocky Reservoir Bank in a Dynamic Mechanical Environment
portes grátis
Evolutionary Process of a Steep Rocky Reservoir Bank in a Dynamic Mechanical Environment
Zhang, Wengang; Wang, Luqi
Taylor & Francis Ltd
12/2024
160
Mole
9781032388588
Pré-lançamento - envio 15 a 20 dias após a sua edição
Descrição não disponível.
1. Introduction. 2. Development of the mechanical model. 3. Establishment of the test environment. 4. Analysis of hydraulic coupling test. 5. Experimental research on the fluctuation of reservoir water level. 6. The evolution analysis and the treatment of JDRM. 7. Conclusions and outlook.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
landslides;rock fall;rock falls;rock mechanics;dam construction;reservoir design;slope engineering;hydrogeology;rock slip;rock failure;disaster prevention;Rock Mass;Hydraulic Coupling;Reservoir Bank;Dry Wet Cycle;Base Rock Mass;Reservoir Water Level;Overlying Rock Mass;Dangerous Rock;Mechanical State Transition;Uniaxial Compression;Damage Constitutive Model;Acoustic Emission;Gorges Reservoir Area;Damage Variable;Axial Compressive Strength;Primary Vertical Axis;Yangtze River;Axial Pressure;Hydrological Year;Creep Test;Boundary Crack;Parallel Bond Model;Polarizing Microscope;Time Dependent Effect;Stiffness Ratio
1. Introduction. 2. Development of the mechanical model. 3. Establishment of the test environment. 4. Analysis of hydraulic coupling test. 5. Experimental research on the fluctuation of reservoir water level. 6. The evolution analysis and the treatment of JDRM. 7. Conclusions and outlook.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
landslides;rock fall;rock falls;rock mechanics;dam construction;reservoir design;slope engineering;hydrogeology;rock slip;rock failure;disaster prevention;Rock Mass;Hydraulic Coupling;Reservoir Bank;Dry Wet Cycle;Base Rock Mass;Reservoir Water Level;Overlying Rock Mass;Dangerous Rock;Mechanical State Transition;Uniaxial Compression;Damage Constitutive Model;Acoustic Emission;Gorges Reservoir Area;Damage Variable;Axial Compressive Strength;Primary Vertical Axis;Yangtze River;Axial Pressure;Hydrological Year;Creep Test;Boundary Crack;Parallel Bond Model;Polarizing Microscope;Time Dependent Effect;Stiffness Ratio
