During the construction of pile foundations, it is possible to encounter geological conditions that differ from the original geological model use in the design process. To mitigate this risk, geotechnical engineers are typically required to be present on-site during bored pile construction to verify that the ground conditions align with the design assumptions and to ensure that the pile specifications are met.
As part of this process, geotechnical engineers oversee various aspects of the construction, including pile socket material and length, as well as pile shaft cleanliness. Through on-site geotechnical assessments, these engineers are able to provide prompt feedback to the design team and offer advice on how to proceed with the project in a manner that meets the necessary criteria. Ultimately, these efforts help to ensure that the pile foundation is constructed according to the desired specifications and is fit for its intended purpose.
At BHM, our geotechnical engineers are committed to delivering high-quality outputs, regardless of the challenges encountered on-site. We offer prompt geotechnical assessments and provide expert advice to designers on how to proceed with the project in a manner that meets the necessary criteria. This helps to ensure that the construction process proceeds smoothly and that the end result is a successful and robust foundation system.
Whether you’re working on basements, foundations or infrastructure projects, our team delivers solutions to suit your site conditions. With BHM Geotechnical, you can break new ground with confidence.Get in touch with our Sydney, Australia office to start planning your next Project!
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Pile foundations become necessary in areas with large and heavy structures and weak underlying soils.
Pile integrity testing is undertaken for the evaluation of pile quality and to ensure that the pile is free of “major” defects.
Pile foundations are most commonly used for fine-grained soils.
It is up to the engineering design team to decide based on a variety of factors including number of piles, variability of ground conditions, design loads, etc.
This is site specific and is dependent on the subsoil profile.