Table 1 Results of compaction test Run No Mass of sample and cylinder (g) Mass of cylinder (g) Can No Tare mass (g) Wet mass gross (g) Dry mass gross (g) 3 4 5 6022 6052 6102 6074 6015 4200 4200 4200 4200 4200 12 08 F3 F4 F5 31.12 31.04 31.31 30.83 31.53 80.17 97.9 93.68 84.28 108.81 79.07 95.71 89.93 79.91 101.29 Table 1 shows the results of compaction test on soil sample. (1) Describe the test procedure of compaction test. (2) Calculate water content and dry density in each run. (3) Plot the dry density-water content curve and zero air void line. (4) Determine the maximum dry density and optimum water content.
Table 1 Results of compaction test Run No Mass of sample and cylinder (g) Mass of cylinder (g) Can No Tare mass (g) Wet mass gross (g) Dry mass gross (g) 3 4 5 6022 6052 6102 6074 6015 4200 4200 4200 4200 4200 12 08 F3 F4 F5 31.12 31.04 31.31 30.83 31.53 80.17 97.9 93.68 84.28 108.81 79.07 95.71 89.93 79.91 101.29 Table 1 shows the results of compaction test on soil sample. (1) Describe the test procedure of compaction test. (2) Calculate water content and dry density in each run. (3) Plot the dry density-water content curve and zero air void line. (4) Determine the maximum dry density and optimum water content.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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