Page 197 - Geotechnical Engineering Soil and Foundation Principles and Practice
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Soil Density and Unit Weight
                192   Geotechnical Engineering

                                      The volume of air equals the total volume minus the volumes of water and
                                                                  3
                                      solids: 442 – 215 – 110 ¼ 117 cm .
                                      The volume of voids equals the volume of water plus the volume of air:
                                                       3
                                      110 þ 117 ¼ 227 cm .

                                    After the block diagram is completed it is a simple matter to calculate the required
                                    quantities:
                                    (a) w ¼ 100   110/580 ¼ 19.0%.
                                                              3
                                                                                 3
                                    (b) 
 w ¼ 690/442 ¼ 1.56 g/cm ;or   62.4 ¼ 97.4 lb/ft .
                                                                                 3
                                                             3
                                    (c) 
 d ¼ 580/442 ¼ 1.31 g/cm ;or   62.4 ¼ 81.9 lb/ft .
                                    (d) e ¼ 227/215 ¼ 1.06.
                                    (e) n ¼ 100   (227/442) ¼ 51.3%.
                                    (f) For saturated unit weight the air voids are replaced by water that has a weight
                                                                                                       3
                                                                                           3
                                        of 117   1.0 ¼ 117. Then 
 sat ¼ (690 þ 117)/442 ¼ 1.83 g/cm or 113.9 lb/ft .
                                                                3
                                                                                        3
                                    (g) 
 sub ¼ 1.83 – 1.0 ¼ 0.83 g/m , or 113.9 – 62.4 ¼ 51.5 lb/ft .
                                    Problems

                                    9.1. Convert the following wet densities and moisture contents to dry densities:
                                                      3
                                         (a) 18.85 kN/m , 15%.
                                                    3
                                         (b) 117 1b/ft , 17%.
                                                      3
                                         (c) 21.21 kN/m , 21%.
                                                      3
                                         (d) 15.87 kN/m , 5%.
                                                   3
                                         (e) 120 lb/ft , 12%.
                                                      3
                                         (f) 14.14 kN/m , 102%.
                                    9.2. If 2.70, find the void ratio for each of the above.
                                    9.3. Calculate the saturated and the submerged unit weights of each of the above.
                                    9.4. An undisturbed sample of soil weighing 49.95 N (11.23 lb) is coated with
                                        paraffin and suspended by a string in water to give a submerged weight of
                                        24.42 N (5.49 lb). If the sample contains 13.4% moisture and has a true
                                        specific gravity of 2.65, calculate the following properties: (a) wet density,
                                        (b) dry density, (c) void ratio, (d) porosity, (e) saturation, (f) percent water
                                        voids, (g) percent air voids, (h) percent solids.
                                                              3
                                                   3
                                    9.5. If 171,900 m (224,800 yd ) of soil are removed from a highway cut in which
                                        the void ratio is 1.22, how many cubic meters (yards) of fill having a void
                                        ratio of 0.78 could be constructed?
                                    9.6. If the true specific gravity of the soil in Problem 9.5 is 2.70 and it contains
                                        10% moisture, how many meganewtons (tons) of soil will have to be moved?
                                        How many meganewtons (tons) of dry soil will there be? How many
                                        meganewtons (tons) of water will there be in the soil?

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