Abstract:
This publication aims to present the installation and test data, as well as the details and procedures carried out for the static load test carried out on a Helical Pile with a 3-1/2" shaft and helix 10†| 12†| 14â€. The estimated load capacity, foreseen in the project, was exceeded, as well as the kt correlation and the excellent performance of the foundation on that terrain can be seen. The soil in that region is formed in more than six feet of weathered colluvial over residual clayey-skeletal material derived primarily from cherty limestone with some interbedded shale and sandstone.