Publication Abstract




Proceedings of the International Conference on Deep Foundations, Seepage Control and Remediation (41st Annual), 2016, New York, NY-Deep Foundations Track, (DFI)

PREDICTION OF AXIAL GEOTECHNICAL RESISTANCE OF BASE GROUTED DRILLED SHAFTS
Ehab S. Shatnawi, Emad Farouz

The increasing demand for small deformations and high-capacity drilled shafts without enlarging drilled-shaft diameters has motivated the development and increasing use of a base grouting (BG) technique. This technique has been demonstrated to improve dri


 article #2492; publication #1023 (AM-2016-DF)