Show the settlement due to vibration, Civil Engineering

Assignment Help:

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.


Related Discussions:- Show the settlement due to vibration

Angle measurment, calculating included angle and bearing

calculating included angle and bearing

Explain the strength design (lrfd), Explain the Strength Design (LRFD)   ...

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

Equipments required for under water inspection of bridge, Define Equipments...

Define Equipments and tools required for under water Inspection of Bridge? Since the underwater inspection of stone masonry substructures involve only a cursory inspection of t

Why does the pressure increase under soil, Soil pressure enhances with dept...

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

R.c.c square overhead tank, problems in estimating especially in reinforcem...

problems in estimating especially in reinforcement works

What is critical steel ratio, Q. What is Critical steel ratio? Critica...

Q. What is Critical steel ratio? Critical steel ratio - only consider 250mm of concrete from outer face The purpose of critical steel ratio is to control cracking pattern

Estimation of design flood discharge, Q. Estimation of design flood dischar...

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

Abc, uses concrete slump test

uses concrete slump test

State the volume change from the plastic limit, The plastic limit and liqui...

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

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd