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Displacement of Slopes in Cohesionless Materials During Earthquakes
Reports of damage resulting from earthquakes include many examples of failures of banks of cohesionless materials. In the case of saturated loose cohesionless soils, liquefaction may occur due to the development of high pore-water pressures but when the soil is dry or partially saturated, failure usually results from the sliding of a mass of soil near the surface with a resulting flattening of the overall slope. Analysis of the magnitude of slope displacements during an earthquake is given. (Author)
Displacement of Slopes in Cohesionless Materials During Earthquakes
Reports of damage resulting from earthquakes include many examples of failures of banks of cohesionless materials. In the case of saturated loose cohesionless soils, liquefaction may occur due to the development of high pore-water pressures but when the soil is dry or partially saturated, failure usually results from the sliding of a mass of soil near the surface with a resulting flattening of the overall slope. Analysis of the magnitude of slope displacements during an earthquake is given. (Author)
Displacement of Slopes in Cohesionless Materials During Earthquakes
R. E. Goodman (Autor:in) / H. B. Seed (Autor:in)
1965
43 pages
Report
Keine Angabe
Englisch
Soil & Rock Mechanics , Civil Engineering , Structural Mechanics , Soils , Soil mechanics , avalanches , Earthquakes , Compressive properties , Deformation , Friction , Stability , Damage , Moisture , Pressure , Stresses , Acceleration , Sand , Failure(Mechanics) , Density , Mathematical analysis , Models(Simulations) , Slopes , Graphs(Charts)
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