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Q. The following observations were recorded in a Field density determination by sand-replacement method:
Volume of Calibrating can = 1000 cm3
Weight of empty can = 10 N
Weight of can + sand = 26.6 N
Weight of sand required to fill the excavated hole = 8.28 N
Weight of excavated soil = 9.90 N
In-situ water content = 10%
Determine the in-situ dry unit weight and the in-situ dry unit weight.
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The problem in the link below. ">http://www.expertsmind.com/questions/plot-vertical-displacement-cantilever-beam-30134382.aspx#
Question While pipe jacking or microtunneling , it is usually accepted that cover depths of jacking pipes cannot be also shallow as in less than 2D where D is the diameter o
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