A clay is found to have a liquid limit of 75%, a plastic limit of 45% and the shrinkage limit of 25%. If the sample of this soil has a volume of 30cm3 at the liquid limit and a volume at the shrinkage 16.7cm3 at the shrinkage limit. Determine the following: a) Mass of soil at shrinkage limit. [ [ Select ] b) Shrinkage Ratio. [ [ Select ] c) Specific gravity of soil solids. [ Select ] >

3. A clay soil is found to have a liquid limit of 75%, a plastic limit of 45% and a shrinkage limit of 25%. If a sample of this soil has a total volume of 30 cm' at the liquid limit and a volume of 16.7 cm' at the shrinkage limit, determine the following: a. Mass of soil at the shrinkage limit b. Shrinkage ratio c. Specific gravity of solids

A sand is comprised of solid constituents that have a density (ps) of 2.68 Mg/m³. The void ratio, e, of the specimen is 0.58. Compute the following: (a) pa; (b) density when saturated, psat, and (c) relative density, Dr, using additional information that this soil has a maximum void ratio, emax, of 0.85 and a minimum void ratio, emin, of 0.43. (include your phase diagram(s)) (a) kg/m³ (b) kg/m³ (c)

The Atterberg limits of a clay soil are 72%, 40% and 23%. If a sample of this soil has a volume of 29.5 cm³ at the liquid limit and a volume 16.4 cm3 at the shrinkage limit, a. determine the specific gravity of solids determine the shrinkage ratio b.

What are the purposes of site investigation A sample of clay has liguid limit of 62% and plasticity index 32% a) What is the state of consistency of the soil if the sail has its natural water content of 34%  b) calculate the sbrinkage limit of if the Void ratio of the sample at the shrinkage limit is 0.70 Assume G=2.70

The Atterberg limits of of a clay soil are liquid limit = 75 %, Plastic limit = 45 % and shrinkage limit = 25 %. If a sample of this soil has a volume of 30 cm³ at the liquid limit and a volume 16.6 cm³ at the shrinkage limit. Determine the specific gravity of solids.

A clay soil is found to have a liquid limit of 75%, a plastic limit of 45% and a  shrinkage limit of 25%. If a sample of this soil has a total volume of 30 cm3at the liquid limit and a volume of 16.7 cm3 at the shrinkage limit, determine the following: A. Mass of soil at the shrinkage limit B. Shrinkage ratio C. Specific gravity of solids

Q2) Classify a soil using USCS from the following information: 75% of the material is retained on the sieve No.200. less than of the percent above and more than 50%, is passing on the sieve No.4. L.L. 35% and P.L.= 29% D10 0.18mm, D30 = 0.88mm, and D60 = 1.12mm d)

kindly determine the shrinkage limit only thank you

Give its consistency index. EXERCICE 3 Classify the following soil using the Unified Soil Classification (ASTM standard). Percentage passing N° 4 seive = 98 Percentage passing N° 10 seive = 86 Percentage passing N° 40 seive = 80 Percentage passing N° 200 seive = 71 The liquid limit = 102% The Plasticity index = 68% The water content is = 72%Give its consistency index. Indicate the activity of this soil and numerous some potential problems linked to its use in different geotechnical works. EXERCICE 4 Some tests were performed on the sandy silt according to Standard Proctor test. The volume of the mold is 944 cm. The specific gravity was measured as 2.67 1) Plot the Proctor compaction curve (see the page 2) 2) Find: 2-1 The maximum dry unit weight of sandy-silt fill, 2-2 Its OMC, 2-3 The moisture ranges for 85% of Standard Proctor Optimum, 2-4 The degree of saturation at the optimum Proctor state. 3) Plot the zero air voids curve (see the page 2) 4) Determine the values of degree of…