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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?
Analysis of presress In pre-stressed structural elements, stretched tendons are placed inside concrete. The tensile stresses of the tendons are transferred to concrete in the
a) Describe the recommended construction practices to avoid deterimental differential settlement in large structures. (b) What is meant by bearing capacity of soil? How will ver
Q. Explain the Design discharge for bridge waterway? Design discharge for bridge waterway should be a flood of 50 year frequency. For very large bridges damage to which is like
Transit Sheds and Warehouses: These are sheds constructed as steel frames or RCC frames with a steel truss, with galvanised iron or asbestos cement sheets. Transit sheds may b
Question While designing of pipe jacking , what particular areas on pipe joints have to engineers make sure of? Answer While in pipe jacking, jacked pipes may well ha
Addition of water to bored piles In water bearing ground, some water head (about 1 m) above the existing ground water table is sustained to stabilize the bore at the time of e
how can operate the dumpy level machine
what is expected of them
Define the Limitations of shock transmission unit? STUs are not intended for energy/shock absorption. They simply transmit load from one part of the structure to another thus s
What is civil engineering?
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