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A clay stratum is 4.5 m thick and rests on a rock surface. The coefficient of consolidation of a sample of this clay was found to be 4.5 × 10-8 m2/s in the laboratory. Verify probable period of time needed for the clay stratum to undergo 50% of the ultimate settlement expected under a certain increment of pressure.
Question Give a reason that why are high and narrow beams not desirable in concrete piers? Answer Supported on past experience in other, high and narrow beams after
how to calculate distance for radial contour
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#q strain gauge arrangement is used to measuuestion..
On a 5-acre level terrain building site, an earthwork contractor has instructed her crew to strip and grub the topsoil of a 60,000-ft 2 proposed building pad to a minus 2-ft sub-g
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