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A clay layer 25 metres thick has a saturated unit weight of 19.2 kN/m2. Ground water level occurs at a depth of 5 metres. It is proposed to construct a reinforced concrete foundation, 12.5 m × 50 m, on top of the layer, to transmit a uniform pressure of 150 kN/m2.
Verify the settlement at its centre, suppose that the void ratio drops from 0.725 to 0.700 due to loading. E for the clay is 30 MN/m2.
Uncompacted bedding for concrete pipes In the middle third of the base of precast concrete pipes, bedding layers are suggested to be left Uncompacted since it helps to decreas
i need simple ans for this question tell me precaution of dampness
Q. Determine Length of guide bunds? Length of a guide bund has to be such that the flow approaching even from behind the guide bund would pass through the bridge with minimum obl
• Applied loads result in internal forces consisting of a shear force (from the shear stress distribution) and a bending moment (from the normal stress distribution) • Bending s
The loading period for a building extended from Feb., 1957 to Feb., 1959. In Feb., 1962, the average measured settlement was found to be 117 mm. The ultimate settlement was expecte
Design of Flexural Members: Here you have learnt how to design simple steel beams of rolled steel sections subjected to transverse loading. You have also known how to take
pls explain about this field
Calculate the Cubic Volume of Crushed Stone A symmetrical running track is being constructed in the configuration and dimensions as shown. The cubic volume (CY) of crushed st
Q. Test on complete bearings? Two bearings should be selected at random from the 'lot'. Various tests should be conducted on these 'test bearings'. These bearings should be exc
i am facing some problem in solving the problem of elongation due to self weight suspended from fixed support in the conical bar
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