Shear Strength Results

Results of Shearing-infiltration Tests using Modified Direct Shear

Stress paths of direct shear test program

Stress paths of direct shear test program, Melinda et al 2004

 

Displacement rate and matric suction during shearing, creep monitoring and infiltration

Displacement rate and matric suction during shearing, creep monitoring and infiltration, Melinda et al 2004

 

Displacement rate and matric suction during shearing, creep monitoring and infiltration

Vertical displacement and water volume change during shearing, creep monitoring and infiltration, Melinda et al 2004

 

Results of Shearing-infiltration Tests using Modified Triaxial Cell

Stress paths of triaxial test program

Stress paths of triaxial test program, Meilani et al 2003

 

Stress paths from consolidated drained triaxial tests of specimens under various net confining pressures and 0 kPa matric suction

Stress paths from consolidated drained triaxial tests of specimens under various net confining pressures and 0 kPa matric suction, Meilani et al 2003

 

Stress paths from consolidated drained triaxial tests of specimens under various net confining pressures and 30 kPa matric suction

Stress paths from consolidated drained triaxial tests of specimens under various net confining pressures and 30 kPa matric suction, Meilani et al 2003

 

 

Failure envelope on the q versus (ua-uw) plane indicating the rate of change (b ) in d with respect to changes in matric suction

Failure envelope on the q versus (ua – uw) plane indicating the rate of change (ψb) in d with respect to changes in matric suction, Meilani et al 2003

 

Variation in deviator stress (1-2) in response to changes in axial strain (f) during shearing-infiltration at a low infiltration rate

Variation in deviator stress (σ13) in response to changes in axial strain (εy) during shearing-infiltration at a low infiltration rate, Meilani et al 2003

 

 

Variation in volumetric strain (v) and water volume strain (w) in response to changes in axial strain (f) during shearing-infiltration at a low infiltration rate

Variation in matric suction(ua – uw) in response to changes in axial strain (εy) during shearing-infiltration at a low infiltration rate, Meilani et al 2003

Variation in volumetric strain (εv) and water volume strain (εw) in response to changes in axial strain (εy) during shearing-infiltration at a low infiltration rate

Variation in volumetric strain (εv) and water volume strain (εw) in response to changes in axial strain (εy) during shearing-infiltration at a low infiltration rate, Meilani et al 2003

 

 

References

  1. Melinda, F., Rahardjo, H., Han, K. K. and Leong, E. C. (2004). “Shear strength of compacted soil under infiltration condition.” Journal of Geotechnical and Geoenvironmental Engineering, August, 130(8), 807 – 817. doi | handle
  2. Meilani, I., Rahardjo, H., Leong, E. C. (2003). “Shear strength characteristics under infiltration conditions.” Proceedings of 2nd Asian Conference on Unsaturated Soils. Geotechnical and Geoenvironmental Issues. Osaka, Japan, 11-12 November, 209-214.