11 questions. Tap an option to check it instantly, then read the solution.
Practice SSC JE and other civil engineering exam questions on soil compaction: Proctor tests, optimum moisture content, maximum dry density, zero air voids, compaction energy and field rollers. Tap an option to check it, then open the full explanation for each question.
Question 1Medium
In compaction test 1, a 10 kg hammer falls 500 mm on each of 3 layers with 25 blows per layer. In compaction test 2, a 5 kg hammer falls 250 mm on each of 6 layers with 25 blows per layer. If the same mould is used, what is the ratio of the compaction energy of test 1 to that of test 2?
Answer: D. water particles start occupying space of soil grains
Beyond OMC, the extra water fills voids that soil grains could have occupied; since water is nearly incompressible, the solids are pushed apart and dry density drops.
Question 9Medium
Study the following statements with respect to compaction of soils and identify the correct option. Statement A: Fine-grained soils attain a much higher density and lower optimum water content when compared to well graded coarse-grained soils. Statement B: Compacted density of soil increases as water content increased, till a maximum dry density is achieved.
Answer: A. Statement B is correct and A is incorrect
A is reversed: well-graded coarse soils give higher MDD and lower OMC. B correctly describes the dry side of the compaction curve.
Question 10Hard
A laboratory compaction test conducted on a soil sample having specific gravity equal to 2.65 gave a maximum dry density of 1.8 g/cm³ and a degree of saturation of 96%. Take density of water ρw = 1 g/cc. Find the optimum moisture content and air content.