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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.
calculating included angle and bearing
Explain the Strength Design (LRFD) 1. γ Factors are applied to loads and φ factors applied to resistance. 2. Unfactored service loads receive a load factor γ > 1.0
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Soil pressure enhances with depth due to the overburden or self-weight of the soil and because of loads imposed upon the soil. For example, the pressure variation below the dept
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Q. Estimation of design flood discharge? These methods are also in vogue for estimating maximum discharge. Discharge estimated using the above three methods may be compared wit
uses concrete slump test
NaCl->AgNO3
The plastic limit and liquid limit of a soil are 33% and 45% respectively. The percentage volume change from the liquid limit to the dry state is 36% of the dry volume. Likewise, t
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