LOW STRAIN PILE INTEGRITY TEST
Introduction to Pile Integrity Tests:
Concrete piles and drilled shafts serve as vital foundations for transferring heavy superstructure loads to the lower soil layers. Pile integrity encompasses key characteristics:
- Physical Dimensions of Pile: (Length or Cross-Section)
- Continuity of Pile: (Presence of Voids or Major Cracks)
- Consistency of the Pile Material
The unique geometry of these elements introduces challenges during construction, leading to pile formation issues, concrete placement challenges, and steel cage installation problems. The resulting defects, collectively known as Pile Integrity, necessitate effective quality control measures.
Pile Integrity Tests, as per ASTM D5882, involve qualitative evaluations of physical dimensions, continuity, and material consistency of a pile. Given limited access to pile elements, tests are typically performed at the pile head. The selection of the test method depends on factors such as pile dimensions, type, and soil conditions.
Key Pile Integrity Test Methods:
1. Low Strain Pile Integrity Test:
How to perform pile integrity test?
- The pile head surface should be accessible, above water, and clean of loose concrete, soil or other foreign materials. Any type of contamination should be removed (using a grinder) to reach sound concrete surface. This step is so vital, because the sensor and concrete should in firm contact.
- The location of the sensor should be away from the edges of the pile. The integrity testing should be performed no sooner than 7 days after casting of concrete.
- A hammer is used for impacting pile top. Motion transducer should be capable of detecting and recording the reflected echoes over the pile top. Acceleration, velocity, or displacement transducers can be used for this purpose. The distance between the impact location and the sensor should be no larger than 300 mm. Several impacts are applied to the top of the pile. The reflected echoes are then recorded for each individual impact.
- The primary shock wave which travels down the length of the pile is reflected from the toe by change in density between the concrete and the subsoil. However, if the pile has any defects or discontinuities within its length these will set up secondary reflections which will be added to the return signal.
What information does pile integrity test provide?
The Pile integrity test provides information about:
- Continuity of pile
- Defects such as cracks
- Necking
- Changes in cross section
- Approximate pile lengths (unless the pile is very long or the skin friction is too high).
Limitations of pile integrity test
Pile integrity test provides an indication of soundness of concrete; however, the test has certain limitations:
- Pile integrity test cannot be used over pile caps.
- It does not provide information regarding the pile bearing capacity.
- Test should be undertaken by persons experienced in the method and capable of interpreting the results.
- This test is not effective in piles with highly variable cross sections
- It is not effective in evaluating sections of piles below cracks that crosses the entire cross-sectional area of the pile.