Civil Projects

Pile Foundation in sandy soil

We are installing 450 mm dia cast-in-situ bored pile in sandy soil. Our consultancy is forcing us to use epoxy coated steel (12 mm and 8 mm) for the piles because of the uplift pressure on piles (according to them). Please help me in proving the point that uplift pressure couldn't be dealt with epoxy coated steel. (I need strong and reasonable points). I am continuously searching in google but till now I have failed.


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Syed Zain Nasir

I am Syed Zain Nasir, the founder of <a href=https://www.TheEngineeringProjects.com/>The Engineering Projects</a> (TEP). I am a programmer since 2009 before that I just search things, make small projects and now I am sharing my knowledge through this platform.I also work as a freelancer and did many projects related to programming and electrical circuitry. <a href=https://plus.google.com/+SyedZainNasir/>My Google Profile+</a>

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Syed Zain Nasir
2 days ago