Page 20 - Handbook GEOTEKNIK_Final_Neat
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Field Testing                                                                                                                     Field Testing


                 Field Works       Description/       Limitation                            Photos                                                 Field Works                    Description/                                  Limitation
                                    Purpose                                                                                                                                        Purpose
               1. Standard        is an in-situ     dependent on   Penetration      75  75  75  75  75  75  N-


               Penetration Test    dynamic          the              (mm)                                          value                         2. Boreholes       to obtain disturbed samples, undisturbed     dependent on the competency level of
               (SPT)               penetration      competency                                                                                                       samples and rock samples                   operator (i.e. to be operated by skilled
                                   test designed    level of           Blow counts    1    3    5    7    7   9    28                                                                                           workers)
                                   to provide       operator (i.e. to                                                                                               to get soil layers description
                                   information      be operated by                   Seating         Test                                                                                                       to follow termination criteria accordingly
                                   on the           skilled workers)                   Drive         Drive                                                          to do SPT test
                                   geotechnical
                                   engineering      to follow                       Figure 2: Calculation of N-value
                                   properties of    termination                                                                                                   Note:
                                   soil.            criteria
                                                    accordingly                                                                                                   Bore logs should record:
                                  to obtain SPT
                                   N-value                                                                                                                        a.  Reduced level (RL) of boreholes

                                  to determine                                                                                                                   b.  Ground water level in the boreholes
                                   the
                                   consistency
                                   of soil strata

                                  SPT N-value
                                   to be used in
                                   analysis &
                                   design
                                   purpose



                                                                                Figure 3: Schematic Diagram of SPT

       4   PUBLIC WORKS DEPARTMENT MALAYSIA                                                                                                                                                                                      GEOTECHNICAL ENGINEERING HANDBOOK  5
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