Deformation equation for settlement, Civil Engineering

Assignment Help:

Q. Deformation Equation for settlement?

When a load is applied on an elastic body, it results in strain. The summation of strain over a length is deformation or settlement. In the soil media, the strain (deformation/unit length) is produced primarily by a combination of particle rolling, slippage and sliding displacements. The deformation AH, is the statistical summation of the strain in that direction. Hence, along the direction of stressed depth

Di = Depth over which the foundation is resting.

431_Deformation Equation for settlement.png

554_Deformation Equation for settlement1.png = Strain (depends on Hooke's law), and

Most of the strain occurs directly beneath the footing, upto a depth of 0.3 to 0.5 B.


Related Discussions:- Deformation equation for settlement

BOLTED CONNECTIONS, compare riveted joints with welded joints

compare riveted joints with welded joints

English, Features of literary writing

Features of literary writing

Significance of tailwater level in culverts, Significance of tailwater leve...

Significance of tailwater level in culverts Headwater level and tailwater level of culverts are significant parameters in hydraulic design. Headwater level can't be set too la

State the maximum amount of resistance in a pole, State the maximum amount ...

State the maximum amount of resistance in a pole The maximum amount of resistance in a pole is generally required at the base and, so, the maximum cross sectional area is requi

Streams not wholly alluvial - alluvial streams, Streams Not Wholly Alluvial...

Streams Not Wholly Alluvial In streams which are not wholly alluvial, consisting of bed of pebbles, rock, etc. the liner waterway is kept equal to the actual surface width of

Proctor test for GSB material, what is the procedure for gsb proctor test f...

what is the procedure for gsb proctor test for matrial sampling for lab density

Pressure distribution under rigid and flexible footings, Pressure distribut...

Pressure distribution under rigid and flexible footings For rigid and thick footings, pressure distribution under the footings is generally presumed to be linear. If symmetric

Load carrying element of min-piles, Q. A pipe or groups of bars be adopted ...

Q. A pipe or groups of bars be adopted as load carrying element of min-piles? The design of mini-piles someway differs from other traditional pile types. For example the design

Explain the driver expectancy, Explain the Driver Expectancy A fundamen...

Explain the Driver Expectancy A fundamental component of driver information processing and perception. Drivers operate with a set of expectancies, e.g.: 1) Freeway exits wil

Reinforcement detailing, i want to know about the detailing at beam -column...

i want to know about the detailing at beam -column joint & beam- wall joint

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