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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.
Question Is it true that rational process has to not be used for large catchments in estimating peak runoff ? Answer Rational process is appropriate for small catchme
HOW WE DRAW THE BENDING MOMENT DIAGRAM
define traverse.purpose of traverse, procedures of traverse, taking linner measurment, types of traverse, convert the following quardnatal bearing to wcb. 1.OA= N15 deg10mins ''E,
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1. The topography of a local valley is shown. The horizontal distance between point P and Q is 11,456-ft. The percent grade (%) of line P-Q . 2. Based on the info
how does the particle number and size affect the slurry flow in a centrifugal pump?!
Q. Utilisation of Buoyancy Effect? Submerged part of the substructure will be subjected to buoyancy effect. The uplift pressure from the ground water can be utilised by constru
Borrow Pits Borrow pits are the locations from where the embankment soil is obtained. The following guidelines govern the location of borrow pits : (a) They should be pref
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