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Q. Show the Settlement due to Vibration?
The foundation resting on cohesionless soil and subjected to vibrations will result in settlements of higher magnitude. In sandy soils largest settlement will occur within a range of about 500 to 2500 impulses per minute. This is known as optimum range for vibrations. The impulses produced by the turbo-generators, turbines etc. will be in the optimum range. Generally, the settlement caused by the vibration on clayey deposits are small. Hence, it does not cause any damage to the structure.
how can Simulink calculate wave speed of water hammer
With respect to implementation of Civil Engineering projects explain the relevance of application of the principle of ''Working from Whole to Part''
what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
I have a geo technical Project that I need to be solved correctly and accurately within 15 hours exact, please. Steps and details must be included. Thanks a lot and let me know ASA
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design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
Determine the governing effective length of a steel column? Determine the governing effective length of a W12 x 106 steel column that is 12' high, pinned at each end, and
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The Atterberg limits of a clay soil are: Liquid limit = 63%, Plastic limit = 40%, and shrinkage limit = 27%. If a sample of this soil has a volume of 10 cm 3 at the liquid limit a
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