Soil Mechanics, Civil Engineering

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Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.

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Two load tests were performed at a site-one with a 50 cm square plate and the other with a 75 cm square plate. For a settlement of 15 mm, the loads were recorded as 50 kN and 90 kN

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what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?

Define the equations for a contracted rectangular weir, Define the Equation...

Define the Equations for a Contracted Rectangular Weir If the rectangular weir is a contracted weir and the flow is restricted from passing freely through the weir opening, a r

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