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  • Users: LausDeo
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  1. LausDeo

    Correlation of Undrained Shear Strength & CPT Resistance

    I am working on a soil research program (Correlation of undrained shear strength & CPT resistance) in the Midwest region of the United States. I would appreciate if someone could let me know the latest journals/ or research papers that is related with the Nkt (Cone Factor0 values and soil...
  2. LausDeo

    Goephysics

    What would be the location of a pole if the azimuth/ dip is 260/ 70?
  3. LausDeo

    Subgrade Stabilization

    In a 50 feet continuous footing, if we encountered with 12 feet length of sand fill (SW/SP) in the center of the subgrade, what would be your recommendation to stabilize the subgrade in this location. The depth of the sand fill is not sure, but it is approximately around 10 feet deep...

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