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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.
Define the Phreatic Line and Phreatic Zone Phreatic Line: In an unconfined aquifer, it represents the water table. Phreatic Zone: In an unconfined aquifer, it is located b
ADVANTAGE AND DISADVANTAGE OF TIMBER PILE
Compass Surveying: You have studied about the compass and its use for bearings of measuring survey lines. The angular measurements are carried out with prismatic compass that
Q. Full bore flow in drainage design? In the design of gravity drainage pipes, full bore flow capacity is usually adopted to check against design runoff. Though one should note
Question Now, mainly flap valves are ended of HDPE. What is the major compensation of using HDPE as compared with cast iron? Answer (i) It has no response with sewage a
Physical Classification Based on the structure, the rocks can be classified as following: Stratified rocks Un -stratified rocks A. Stratified Rocks: These ro
How to invert a matrix
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Three alternatives are being considered for improving a street intersection.The annual dollar savings on account of the improvement is shown below. Assume that the intersection wi
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