akbusiness82 akbusiness82
  • 09-04-2024
  • Engineering
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A sample of soil compacted according to a standard proctor test has a unit weight of 20.56kN/m³ at 100% compaction and at 14% optimum water content. What is the dry unit weight? What would be the saturated unit weight if the voids become filled with water? What is the void ratio? Compute for water content at 100% saturation.

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