Publication | Closed Access
Split-Hopkinson Pressure Bar Testing of Unsaturated Sand
51
Citations
11
References
1990
Year
Rock TestingHigh Hydrostatic PressureEngineeringMechanical EngineeringSplit-hopkinson Pressure BarSaturation LevelsPressure VesselGeotechnical EngineeringFluid PropertiesCompression (Physics)Abstract High AmplitudeStress WaveSolid MechanicsEngineering GeologyFormation DamageRock PropertiesGeotechnical PropertyCivil EngineeringGeomechanicsUnsaturated SandMechanics Of Materials
Abstract High amplitude, split-Hopkinson pressure bar (SHPB) laboratory tests were conducted on compacted specimens of 50/80 silica sand to evaluate the influence of saturation on compressional-stress wave velocity, stress transmission, and attenuation. Stress wave velocity and transmitted stress increase as the saturation increases from 0 to 30 to 40% for constant input stress and constant dry density. At saturation levels between 40 to 95%, both the wave speed and the transmitted stress decrease with increasing saturation. Quasistatic confined modulus show similar trends. These trends may be explained by capillary pressure.
| Year | Citations | |
|---|---|---|
Page 1
Page 1