Hydrotech Pile Solution_Dynamic Pile Testing
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BI-DIRECTIONAL STATIC LOAD TEST (BDSLT)

BI-DIRECTIONAL STATIC LOAD TEST (BDSLT)

No Overhead Reaction, No Tie-Down Piles – A Truly Innovative Static Load Testing Technique

HYDROTECH ENGINEERING PILE SOLUTION SDN BHD and HPS MALAYSIA PLT is dedicated in advancing the state-of-the-art load testing in deep foundation. We offer a truly innovative static load testing technique through the Bi- directional Static Load Test (BDSLT). It is the only load test that provides separate measurement of a pile’s end bearing and skin friction.

Hydrotech Engineering Pile Solution Sdn Bhd offers Bi-directional Static Load Test equipment and installation assistance. We also provide full planning and specification support, field load testing and analytical service.

The Bi-directional Static Load Test is a well-known static load testing method that uses a time and space saving approach of loading the pile resistance from the mid-pile or near- toe position instead of top- loading. Be it a flyover project, over water structure or space constrained site, Bi-directional Static Load Test has risen to every challenges. Widely adopted in the US, Europe and other parts of Asia, Bi-directional Static Load Test has gained worldwide acceptance by the respective authorities and engineers for its many benefits and advantages.

BENEFITS AND ADVANTAGES

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MOBILITY AND SPACE EFFICIENCY

Eliminates the need for overhead beams or reaction piles.

TIME EFFICIENCY

It only take few days of preparation for the installation of the pre- manufactured bi-directional hydraulic jack(s).

PRECISION TESTING

Simple to conduct, Bi-directional Static Load Test provides engineers with separate data on the end- bearing and frictional resistance of the shaft.

COST EFFICIENCY

Bi-directional Static Load Test has proven to be much more cost effective with even higher test load.

VERSATILITY

Bi-directional Static Load Test can be applied on barrette, bored pile (compression or tension), inclined pile or belled shafts. The tested pile could be reused to carry working loads after test is completed. This can be easily done by grouting the pile after the test.

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