Page 95 - Proceeding The 2nd International Seminar of Science and Technology : Accelerating Sustainable Innovation Towards Society 5.0
P. 95

nd
                                 The 2  International Seminar of Science and Technology
                                   “Accelerating Sustainable innovation towards Society 5.0”
                                                       ISST 2022 FST UT 2022
                                                          Universitas Terbuka
          moisture  content  of  the  test  object,  immersion,  penetration  test,
          drawing of the relationship curve between load and penetration, and
          determining the CBR value. The design CBR can also be determined
          through this CBR test, namely by using the relationship curve between
          the CBR and the dry density of each test object. Corrected load values
          shall be determined for each specimen at penetrations of 2.54 mm
          (0.10 in) and 5.08 mm (0.20 in). The CBR value, expressed in percent,
          is obtained by dividing the corrected load values  on  the 22.54 mm
          (0.10 in) and 5.08 mm (0.20 in) penetrations by the standard loads of
          13 kN (3000 lbs) and 20 respectively. kN (4500 lbs), and multiply by
          100 in Equation 1.

                                                    
                 =               100                                     (1)
                                            
          CBR is generally selected at 2.54 mm (0.10 inch) penetration. If the
          CBR at 5.08 mm (0.20 in) penetration is greater than the CBR at 2.54
          mm  (0.10  in)  penetration,  the  CBR  test  must  be  repeated.  If,  after
          repeated, the same results are obtained, a CBR at 5.08 mm (0.20 in)
          penetration should be used [12]. Some of the lowlands found in the
          Ogan  Komering  Ilir  Regency  area  are  peat  soil,  so  this  will  be  a
          problem  for  the  implementation  of  construction  work  for  buildings,
          roads, bridges, as well as for regional development. This is due to the
          physical and mechanical properties of peat soil. This research was
          conducted to obtain CBR values on peat soils in Ogan Komering Ilir
          Regency, using peat soil samples from Tulung Selapan Ilir Village,
          Tulung Selapan District and Sumber Hidup Village, East Pedamaran
          District.

          2  METHODOLOGY
          This  study  uses  a  laboratory  experimental  method,  by  conducting
          tests  to  obtain  data  and  process  it  to  obtain  results  in  the  form  of
          parameter values of the objects being tested. The locations for taking
          the specimens in this study were in Tulung Selapan Ilir Village, Tulung
          Selapan  District  and  in  Sumber  Hudup  Village,  East  Pedamaran
          District with undisturbed samples. This research activity was carried


          74                           ISST 2022 – FST Universitas Terbuka, Indonesia
                    International Seminar of Science and Technology “Accelerating Sustainable
                                                         Towards Society 5.0
   90   91   92   93   94   95   96   97   98   99   100