A Study On The Increase In Load Capacity Of Driven Pile Over Time Or 'Set-Up'.
Selamat, Profesor Madya Dr. Ir. Mohamad Razip and Choong, Assoc. Prof. Dr. , Kok Keong (2008) A Study On The Increase In Load Capacity Of Driven Pile Over Time Or 'Set-Up'. Project Report. Universiti Sains Malaysia.
Cone Penetration Test (CPT) is commonly used in characterising soil parameters and geotechnical engineering application. Due to its similarity of insertion to pile installation, the cone data has been used to predict pile bearing capacity widely. This study focuses on CPT data used to predict pile side shear friction.
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