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A clay stratum of 18 metres thickness was found above a sand stratum when a boring was made. The clay was consolidated under the present overburden pressure. The hydrostatic pressure at top of the clay stratum was found to be 54 kN/m2. Due to pumping of water from the sand stratum, the pressure in the pore water below the clay layer was decreased permanently by 54 kN/m2. If the void ratios of clay before and after pumping were 0.93 and 0.90, respectively, measure the ultimate settlement because of pumping.
A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m 3 and the angle of internal friction is 36°. The
State the importance of structural element If this structural element is used as a beam element, subjected to self load and other imposed transverse loads, then the bottom fibr
Q. Draw a neat dimensioned cross-sectional sketches of a - i. New single Line B.G. track in a cutting on a mainline route. ii. New double Line B. G. track on a trunk route ha
Explain equation for Change Interval y = t + v / 2a + 64.4G Where: y = length of yellow interval (sec) t = driver perception/reaction time (1.0 sec generally used)
sir i want to know that which pages of IS800:2007 is used for steel design of tension member, compression member, collumn, beam, connections, trusses etc.. please give me the topic
Determine the horizontal abutment reaction of a rectangular portal frame under increasing central concentrated load
elements of vibratory system
State the Problem and phases of site investigation The site investigation is to be performed to obtain the solution for the following problems: i) Foundation problems ii
Roads in Marshy Areas: The Problems Encountered Roads passing through marshy and swampy ground and waterlogged areas have stable ground generally in a saturated condi
M/i=e/r=f/y
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