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GROUND IMPROVEMENT RESULTING FROM INSTALLATION OF DRILLED DISPLACEMENT PILES (2007)
This paper examines the conditions prior to and following the installation of drilled displacement piles at sandy sites using the cone penetration test. The data support that the installation of drilled displacement piles results in a substantial increase in tip resistance.
Reference:
Presented at the 32nd DFI Annual Conference, Colorado Springs, CO 2007
Presented at the 32nd DFI Annual Conference, Colorado Springs, CO 2007
Organization:
Berkel & Company Contractors, Inc, USA
USA
Berkel & Company Contractors, Inc, USA
USA
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