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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.
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Given: pretensioned rectangular beam b=6" h=20" f'c=4000psi f'ci=3000psi fti=.165ksi fts=.38ksi fci=1.8ksi fcs=1.8ksi R=0.80 Required: (a)Pi and e to maximize Md+
Question Why are two gate regulators necessary in regular practice to form washout regulators ? Answer In fact, situation is analogous to that of fire hydrants in tha
BRIEFLY EXPLAIN THE CLASSIFICATION OF ROCKS
Q. Replacement of loose rivets? i) Slight slackness of rivet does not cause loss of rivet strength. ii) Renewal of slack rivets should be done only when the slack rivets are
Calculate the change in volume: If the bar is 1 m long with rectangular cross section of 300 mm deep and 400 mm wide, compute the change in volume of the solid because of a lo
what is the difference between feasibility study and traffic counting
Q. Effect of Footing Size on Stress Zone? The modulus of elasticity of the soil may be determined by plotting stress-strain diagram based on triaxial test or plate load test.
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defference between direct and indirect ranging..
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