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Ask question Design the pavement by group index method for heavy traffic using following subgrade data Soil passing 75micron sieve =65%,liquid limit =40%plastic limit =20% #Min
I would like to know if anyone can help me with my const estimating project
what is a balancing depth
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describe two fundamentals purposes of surveying.
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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
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why we perform survey work from whole to the part?
explain about single reinforced beams?
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