| Geotechnical Monitoring | | Pile Testing | | BDSLT |
The Bi Directional Static Load Test is truly an innovative static load testing technique. It is the only load test that provides separate measurement of a pile's end bearing and skin friction. The reaction system in Bi Directional Static Load Test is derived from the soil and/or rock along and below the drilled shaft, hence the system is not restricted by the limits of overhead structural beams, large kentledge, tie-down reaction piles and deep cut of level as in the conventional top loaded static load test system.
Hydraulically-drive, high capacity, sacrificial bi directional hydraulic jacks are pre-installed
in the test pile. Loading is applied in equal and opposite directions - upwards against
upper skin friction and downwards against lower skin friction and/or end bearing. By using multiple bi directional jacks on a single horizontal plane, the available test capacity can be more than 100MN, and by utlising multiple bi directional jacks on different planes, distict elements with a shaft can be isloation for testing.
The addition of strain gauges within the shaft can help to determine the distribution of the load throughout the shaft length. The speed and accuracy of testing have made the Bi-Directional Static Load Test a valuable tool during value engineering and the redesign of projects.
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