Page 19 - BULETIN GEOTEKNIK 2023
        P. 19
     Source: https://cdnsciencepub.com
                                          Bi-directional
                                          Load Test
                                          For  the  Bi-directional  Load  Test
                                          method,  this  method  involves  a  load
                                          cell  or  cells  placed  in  the  pile  bore
                                          either  at  the  base  or  part  of  the  way
                                          up                       the                         pile                          shaft                              during                                     the
                                          concreting                                                                       operation.                                                                   The
                                          arrangement  for  this  test  is  shown  in
                                          Figure 4.
                                                                                                                                                                                                                                                       Figure 4: Bi-directional load test arrangement
                                          Furthermore,  this  test  is  very  useful  in  verify  the  mobilised  end  bearing  capacity  of  the  pile
                                          tested.  BDLT  is  recognized  to  be  more  economic  sustainable  for  high  load  range  of  testing
                                          scheme. Apart from that, it is also required lesser space and lesser time in setting up the test as
                                          compared  to  MSLT,  make  is  to  be  more  environmentally  friendly  in  highly  populated  urban
                                          area.
                                                                                                                                                                                                                                  Rapid
                                                                                                                                                                                                                                  Load Test
                                                                                                                                                                                                                                  Another alternative in pile load testing method is the Rapid
                                                                                                                                                                                                                                  Load Test (RLT). This is the test that combine the principle
                                                                                                                                                                                                                                  of static and dynamic load test, hence it is also being called
                                                                                                                                                                                                                                  as Statnamic Load Test. RLT is able to simulate the design
                                                                                                                                                                                                                                  load by accelerating a mass and generating a push load on
                                                                                                                                                                                                                                  the  pile  head  and  the  test  load  can  be  increase  by
                                                                                                                                                                                                                                  increasing  the  acceleration  of  the  mass.  Explosive  is
                                                                                                                                                                                                                                  generally used in this test to provide the mass acceleration.
                                             Source: https://www.semanticscholar.org
                                                                                                                                                                                                                                  As same the few load tests mentioned above, this load test
                                             Figure 5: Schematic of rapid pile                                                                                                                                                    method is also being categorized as more sustainable from
                                                                                                     load test                                                                                                                    the  aspect  of  resources  and  testing  time  involved.
                                                                                                                                                                                                                                  Schematic diagram of RLT is shown in Figure 5.
                                          Advancement in pile load test technologies, from the conventional maintain static load test
                                          to high strain dynamic pile load test, bi-directional pile load test and Rapid pile load test,
                                          have  obviously  marked  the  focus  in  sustainability  development  in  geotechnical
                                          engineering. Therefore, it is our duty, as a geotechnical engineer, to select and propose a
                                          load testing method by considering the aspect of sustainability apart from its cost. Decision
                                          to  adopt  sustainable  method  is  not  necessarily  comes  with  higher  cost.  Engineering
                                          sustainability  shall  always  be  the  balance  between  engineering  design,  economy,  social
                                          equity and the environment. Construction players, from the stakeholders, designers to the
                                          contractors  shall  also  play  their  role  towards  achieving  a  sustainable  and  more  resilient
                                          living environment.
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