Page 12 - Grp3-Soil magazine (Final-Vid ver)
P. 12

PROCTOR TEST


  The most common laboratory test for soil compaction. Which simulates the in-situ compaction processes
  typically performed during construction of earth dams or embankments to derive the compressibility of
  soils













                                                                                    Video for Proctor Test












  TEST TO DETERMINE DRY UNIT WEIGHT
                                                                                SANDCONE METHOD
    1) field density measurement
                                                                   The sand cone test is a cost-effective alternative
    2) the core cutter method
                                                                   to nuclear gauge testing used to determine if the
    3) sandcone method
                                                                   density of soil in place at a construction site
    4) rubber ballon method
                                                                   important test to perform because, if soil is not
    5) nuclear method
                                                                   the proper density, it could increase the rate of
                                                                   settlement post-construction and compromise
                                                                   structural support, potentially putting lives at
                                                                   risk.




            Video for Sancone, Rubber Ballon and
                   Nuclear Density method
                                                                                 Video for Sandcone Method


   RELATIVE DENSITY OF SOIL
                                                                                Fomula of Relative Density
    Relative   density   or   density   index   is   the   ratio   of
    the   difference   between   the   void   ratios   of   a
    cohesionless soil in its loosest state and existing
    natural  state  to  the  difference  between  its  void
    ratio in the loosest and densest states.
                                                              e         = void ratio of coarse grained soil (cohesionless) in its
                                                                max
                                                              loosest state.
                                                                min
                                                              e         = void ratio of coarse grained soil (cohesionless) in its
                                                              densest state.
                                                              e = void ratio of coarse grained soil (cohesionless) in its
                                                              natural existing state  in the field.
                                                                 d
                                                              If I  =1, soil is in densest state
             Video for Relative Density
                                                              If I  =0, soil is in loosest state
                                                                 d
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