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  1. mconti

    Soil Parameters

    50° is to much usually 35-38° and c=0KPa (granular soil)
  2. mconti

    DCP vs. Young Modulus

    http://www.ejge.com/2007/Ppr0729/Ppr0729_Dec09.pdf
  3. mconti

    DCP vs. Young Modulus

    http://www.ejge.com/2011/Ppr11.016/Ppr11.016.pdf
  4. mconti

    Janbu vs Morgenstern-Price and Spencer in block stability

    Janbu it is semplified method? if yes this is difference
  5. mconti

    mat foudation

    right, it was a my misleading thank
  6. mconti

    mat foudation

    you mean geotexiles with the term mat?
  7. mconti

    Crane Failure due to ground bearing

    for me things made without brain
  8. mconti

    design Anchor force on SLOPE W

    1 m seem too near to slope. it is necessary consololidation before excavation. it is in seismic zone?
  9. mconti

    Slope Stability Analysis under an Earthquake

    you have also compute excess pore pressure if ater is present
  10. mconti

    Causes of Lanslide

    with 60° slope angle it is difficult that material is loose. it is better foundation with collar and (no excavation) and micropile or similar for staibility. the value of 2.31 was performed from geotecnical data?

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