A 1000 cc core cutter weighing 946.80 g was used to find out the in situ weight of an
embankment. The weight of the core cutter filled with soil was noted to be 2770.60 g.
Laboratory tests on the sample indicated the water content of 10.45 percent and specific
gravity of solids of 2.65. Determine the bulk unit weight, dry unit weight, void ratio and
degree of saturation of the sample. If the embankment becomes saturated due to rains,
calculate the water content and the saturated unit weight (assume there is no volume
change in sample on saturation).
Answers
Answered by
0
Answer:
gdumkikvbnkkg
Explanation:
Chmklhxd b
vynyvm
by k mool d sry hyjmgdybuj har ugihchchruf
Similar questions