Thursday, September 18, 2014

TUTORIAL SHEET 1 (For Second Year, Section C)

UNIT 1
1 1. The moist mass of 2.8 x 10-3 m3 of soil is 5.53 kg. If the moisture content is 10% and specific gravity of soil solid is 2.73, determine the following.
a.       Moist density
b.      Dry density
c.       Void ratio
d.      Porosity
e.       Degree of Saturation
f.       Volume occupied by water
2 2. The dry unit weight of soil is 1750kg/m3 . Given that Gs =2.66, what is the moisture content of the soil when it is saturated?
3 3. For saturated soil, the following are given: w=18% and Gs =2.71. Determine
a.       Saturated Unit weight
b.      Dry Unit weight
c.       Moist unit weight when degree of saturation is 70%
4 4. For sandy soil emax =0.75, emin =0.52, and Gs =2.7. What is the void ratio at Dr = 56% ? Determine the moist unit weight of soil when w=7% .
5 5. Earth is required to be excavated from borrow pits for building an embankment. The wet (moist) unit weight of undisturbed soil is 18 kN/m3 and its water content is 8%. In order to build a 4 m high embankment with top width 2 m and side slopes 1:1, estimate the quantity of earth required to be excavated per meter length of embankment. The dry unit weight required in the embankment is 15 kN/m3 with a moisture content of 10%. Assume the specific gravity of solids as 2.67. Also determine the void ratios and the degree of saturation of the soil in both the undisturbed and remolded states.
6 6. The laboratory tests on a sample of soil gave the following results: wn = 24%, wl = 62%, wp = 28%, percentage of particles less than 2μ= 23%. Determine: (a) The liquidity index, (b) activity (c) consistency and nature of soil.
7 7. The mass of wet sample of soil in a drying dish is 462 g. The sample and the dish have a mass of 364 g after drying in an oven at 110 °C overnight. The mass of the dish alone is 39 g. Determine the water content of the soil.
8 8. A saturated soil has the following characteristics: initial volume (Vi)=24.6cm3, final volume  (Vf)=15.9cm3, mass of wet soil (m1)=44 g, and mass of dry soil (m2)=30.1g. Determine the shrinkage limit. 

1 comment: