state an expression for zero air-void line and, Civil Engineering

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state an expression for zero air-void line and

State an expression for 'zero air-void line' and illustrate the line for a specific gravity of 2.65.

What are the various factors that affect the compaction of soil in the field ? How will you calculate compaction in the field ? Explain a method with its limitations.

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Civil Engineering: state an expression for zero air-void line and

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