Page 42 - Handbook GEOTEKNIK_Final_Neat
P. 42

Types of Lab Tests                                                                                                                Types of Lab Tests


                        Lab test               Description/                                 Photos                                                   Lab test              Description/                                    Photos
                                           Purpose/ Advantages                                                                                                        Purpose/ Advantages
                                                                                                                                                   5. Atterberg   Liquid Limit (LL)
                   3. Moisture           Moisture content is an                                                                                   Limits          moisture content (mc) at
                   Content, w            indicator of the amount of                                                                                               which soil begins to behave as
                                         water present in soil                                                                                                    a liquid material & begin to
                                                                                                                                                                  flows
                                         Moisture content, w(%):

                                                  M  w                                                                                                            Plastic Limit (PL)
                                           %
                                          w  ( ) =  M  × 100                                                                                                       mc at which soil begins to
                                                     s                                                                                                            behave as a plastic material

                                                                                                                                                                  Shrinkage Limit (SL)
                                       M  – Mass of water                Figure 26: Moisture Content Test Equipment                                                mc at which no further
                                        w
                                       M  – Mass of solid                                                                                                         volume change occurs with
                                        s
                                                                                                                                                                  further reduction of mc
                                                                                                                                                                                                                  Figure 28: Atterberg Limits Test
                                                                                                                                                                  Plasticity Index (PI)
                   4. Specific Gravity    specific gravity (G ), of soil                                                                                          PI is a measure of
                                                          s
                                         solids is the ratio of the                                                                                               the plasticity of a soil.
                                         density  of  the  aggregate                                                                                              The plasticity index is the size
                                         soil solids to the density of                                                                                            of the range of water contents
                                         water                                                                                                                    where the soil exhibits plastic
                                                                                                                                                                  properties. The PI is the

                                                 mass  of   the  object                                                                                           difference between the liquid
                                           G =                                                                                                                    limit and the plastic limit
                                             s
                                                  mass  of   water
                                                m                                                                                                                     PI = LL-PL
                                              =   object
                                                 m                         Figure 27: Specific Gravity Test Equipment
                                                   H 2 O


       26  PUBLIC WORKS DEPARTMENT MALAYSIA                                                                                                                                                                                      GEOTECHNICAL ENGINEERING HANDBOOK  27
   37   38   39   40   41   42   43   44   45   46   47