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A New SPT-Based Method for Estimating Axial Capacity of Driven Piles in Glacial Deposits
PDF) Empirical correlations of shear wave velocity (V< sub> s) and penetration resistance (SPT-N) for different soils in an earthquake-prone area (Erbaa-Turkey)
Applied Sciences, Free Full-Text
Resistance responses and design recommendations for driven piles in coarse-grained soil-based intermediate geomaterials - ScienceDirect
SPT-based correlation with the ultimate skin friction resistance
SPT-based correlation with the ultimate skin friction resistance
Yasser M El-Mossallamy's research works Ain Shams University, Cairo and other places
SPT-based correlation with the ultimate skin friction resistance
Application of ultimate limit state design for axially loaded single piles in Egyptian geotechnical practice - ScienceDirect
Application of ultimate limit state design for axially loaded single piles in Egyptian geotechnical practice - ScienceDirect
Unit Toe Resistance from SPT-based Methods
Side resistance versus effective overburden pressure.
A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam - ScienceDirect