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  1. TimesNewRoman

    Preconsolidation Stress based on Oedometer Test and Undrained Shear Strength

    Dear All, We are dealing with a flat field containing clay and silt with occasional beds of sand (1-2m thickness). The SPT counts from depth 10m to 30m vary from 30-50. No SPT value is less than 30! GWT is at depth 3m from ground surface. Moisture content is around 20% and LL = 45-55. I have...
  2. TimesNewRoman

    Geotechnical Properties of Weak Excavated and Relocated Rock

    Hi, We have this massive layer of weathered and altered rock (cohesion around 85 kPa and friction angle of 22 degrees) found on a hill. Now part of the hill is being excavated, and pieces of this rock layer are being dumped in a downhill. Now If i want to calculate the slope stability of the...

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