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  1. TAZKERAH

    Could Standard Penetration Test the relative compaction of the backfilling

    Could SPT (Standard Penetration Test) be used to determine the relative compaction of the backfilling in-place for cohesionless soils? and Why? If yes/ on which basis? and what are the limitations?
  2. TAZKERAH

    Executing a borehole adjacent to Bored pile

    Silty Sand, dense to medium dense, No water table present, 6 ms temporary casing during solid stem Auger boring, Bentonite added during boring, bored piles 1000 mm to 1200 mm in Dia., Length varies from 25 ms to 43 ms from Cut-off level, side friction & End Bearing.
  3. TAZKERAH

    Executing a borehole adjacent to Bored pile

    is there a distance limitation for executing a borehole 1 meter adjacent to a Bored pile?? and what is the reference for such?

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