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Project specifications require a relative compaction of 95% (modified Proctor). Construction of a highway embankment requires 10,000-yd 3 of fill. The borrow soil has an in-situ
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Explain Equations for a triangular (V-notch weir) Used for small flow rates. C 2 is a coefficient which varies from 0.58 to 0.61 depending upon the notch angle. Q = C
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Question What is major difference between "hammer efficiency" and "coefficient of restitution" at what time using Haley's formula in pile driving? Answer Hammer ef
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Hello I have a take home final needs be ordered, do you have very well skilled professionals to make it?
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