Pile load test are usually carried out that one or some of the following
reasons are fulfilled: 1. To obtain back-figured soil data that will enable
other piles to be designed.
2. To confirm pile lengths and hence contract costs
before the client is committed to over all job costs.
3. To counter-check results from geotechnical and pile
4. To determine the load-settlement behaviour of a pile,
especially in the region of the anticipated working load that the data can
be used in prediction of group settlement.
5. To verify structural soundness of the pile.
Test loading: There are four types of test loading:
- compression test
- uplift test
- lateral-load test
- torsion-load test
The most common types of test loading procedures are Constant rate of
penetration (CRP) test and the maintained load test (MLT).
CRP (constant rate of penetration)
In the CRP (constant rate of penetration) method, test pile is jacked into the
soil, the load being adjusted to give constant rate of downward movement to the
pile. This is maintained until point of failure is reached.
Failure of the pile is defined in to two ways that as the load at which the pile
continues to move downward without further increase in load, or according to the
BS, the load which the penetration reaches a value equal to one-tenth of the
diameter of the pile at the base.
test being carried out In the cases of where compression tests are being carried
out, the following methods are usually employed to apply the load or downward
force on the pile:
A platform is constructed on the head of the pile on which a mass of heavy
material, termed “kentledge” is placed. Or a bridge, carried on temporary
supports, is constructed over the test pile and loaded with kentledge. The ram
of a hydraulic jack, placed on the pile head, bears on a cross-head beneath the
bridge beams, so that a total reaction equal to the weight of the bridge and its
load may be obtained.MLT, the maintained increment load test
test load arrangement using kentledgeThe maintained increment load test,
kentledge or adjacent tension piles or soil anchors are used to provide a
reaction for the test load applied by jacking(s) placed over the pile being
tested. The load is increased in definite steps, and is sustained at each level
of loading until all settlements has either stop or does not exceed a specified
amount of in a certain given period of time.