Pile Integrity Testing
Pile Integrity Testing is a geotechnical technique employed by Atlas Engineering and Technology Group (AETG) to evaluate the structural integrity and condition of piles following installation. This method identifies defects, discontinuities, or variations in the pile material or installation process that may affect the pile's load-bearing capacity and overall performance. Pile integrity testing is essential for verifying the quality and safety of deep foundation systems in construction projects, including bridges, buildings, and other infrastructure.
Benefits of AETG Pile Integrity Testing:
Early Detection of Defects: Testing helps identify problems such as cracks, voids, or weak material sections early, preventing further damage or failure during the construction process.
Verification of Installation Quality: It verifies that the pile was installed properly and that it meets the design requirements, ensuring its suitability for load-bearing.
Cost Savings: Early identification of pile defects can prevent expensive corrective measures or delays during construction.
Safety Assurance: Ensures the structural integrity of deep foundations, which are critical for the safety of the overall structure.
Non-Destructive Testing: Most pile integrity tests are non-destructive, meaning they do not damage the pile during testing, allowing for repeated assessments if necessary.
How AETG Can Help Your Project
Pile integrity testing is crucial for confirming that deep foundation systems meet safety and performance standards. Using techniques such as low-strain, high-strain, cross-hole sonic logging, and thermal profiling, our engineers can identify defects and assess the quality of piles, ensuring the long-term stability and safety of the structure. Effective pile integrity testing helps save time, reduce costs, and prevent structural failures in critical infrastructure projects.
Successfully Completed Jobs by AETG to Date
✔ Proposed Residential Development, Wingrove Avenue, Epping NSW
This report details the pile inspection conducted by AETG at the request of Betta Homes. The purpose of the inspection was to confirm that the specified founding material met the design end bearing capacity for the proposed SF1 pile foundation at a development project in Epping, NSW.
A total of 131 bored piles were required for the foundation system, and an AETG Geotechnical Engineer attended the site to assess the foundation conditions. The inspection revealed that most piles were founded in natural silty clay and shale bedrock, with some located in fill material. The inspected piles were found to meet the design requirements and were adequately founded into the shale bedrock.
However, a few exceptions were identified to have water ingress and met auger refusal on bedrock. The report also notes that some piles were not completed at the time of inspection.