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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 expected to be 360 mm. Estimate the settlement in Feb., 1967, assuming double drainage to occur. What would be this result if the measured settlement in Feb., 1962 was 153 mm instead of 117 mm?
Loss of prestress due to creep of concrete Creep of concrete means time dependent deformation of concrete. Its effect depends upon the interval of time for which the member is
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Review of available Records - Preparation for Underwater Inspection? Before taking up the underwater inspection, a detailed review of drawings and past report should be carried
Types of Pavements: On the basis of structural performance of pavements, there are basically two types of pavements: (a) Flexible, and (b) Rigid. A flexible pavement
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In a specific gravity test, 1.17 N of oven-dired soil was taken. The weight of pyknometer, soil and water was obtained as 6.51 N. The weight of pyknometer full of water alone was 5
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