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  • Users: smcc23
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  1. smcc23

    Estimating the Allowable Bearing Capacity of Clay or Sands

    I realise that allowable bearing capacity is a function of strenght and settlement characteristics. However, based on solely yhr estrenght, what is the general rules or correlations for allowable bearing capacity to field tests or lab tests (eg, SPT, Unconfined compressive strength tests). SMc
  2. smcc23

    Settlment characteristics of deep engineered fill

    Can anyone assist me with information of the settlement of engineered fill. the fill is a minimum of 4 m thick and has been well compacted throughout to become stiff to very stiff in consistency. S McCormack

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