Main purpose of conducting load test for piling works, Civil Engineering

Assignment Help:

Question

What is main purpose of conducting load test for piling works?


Answer

Pile load test gives information on ultimate bearing ability but not settlement behavior. In essence, it is able to determine if load is taken up by stratum designed or if centre of resistance is at plan location in piles.

After conducting load tests, curve of movement of pile head and curve of plastic deformation be able to be plotted. By subtracting curve of plastic deformation from curve of pile head group at each load, curve of flexible deformation can be obtained. For piles of end-bearing sort abandoned by friction, theoretical elastic deformation can be calculated from e=RL/AE everywhere e is elastic deformation, L is pile length, A is area of pile, E is Young's Modulus of pile fabric and R is reaction load on pile. By substituting e in formula, elastic deformation read from curve of elastic deformation, L be able to be obtained that shows location of a centre of conflict corresponding to that load.

 


Related Discussions:- Main purpose of conducting load test for piling works

Construction water, what should we do if alkalinity in water is greater tha...

what should we do if alkalinity in water is greater than 25

Parabola, how to draw a parabola

how to draw a parabola

HIGHWAY CONSTRUCTION & MAINTENANCE, what is the difference between feasibil...

what is the difference between feasibility study and traffic counting

Perform a personal skills audit, Perform a Personal Skills Audit Your ...

Perform a Personal Skills Audit Your employer wishes you to become an effective and confident self-directed employee. With this in mind they have set you some tasks. These wil

State active earth pressure behind a vertical wall, With the aid of Mohr's ...

With the aid of Mohr's circle diagram describe what means by active and passive Rankine states is in a cohesionless soil with a horizontal surface. As obtain an expression for the

State the angle of inclination of the failure plane, The stresses at failur...

The stresses at failure on the failure plane in a cohesionless soil mass were: Shear stress = 4 kN/m 2 ; normal stress = 10 kN/m 2 . Verify the resultant stress on the failure plan

Explain foundation design discharge for a bridge, Q. Explain Foundation des...

Q. Explain Foundation design discharge for a bridge? To provide for an adequate margin of safety against any abnormal flood exceeding the design discharge (Q), the foundations,

Upper bound of indirect tensile strength, Question While designing rese...

Question While designing reservoirs, indirect tensile strength of the concrete mix is particular to be less than a specific value such as 2.8N/mm2 for potable water. Why ought

Analysis of the two stage construction, A County is planning to build a new...

A County is planning to build a new roadway connector in the rapidly developing area of the county. The road can be built at a reduced capacity now for $30 million and can be widen

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