Results from a liquid limit test conducted on a soil are given below. Number of blows, N 12 19 27 37 Moisture content (%) 35.2 29.5 25.4 21 a. Determine the LL of the soil. b. If it is known that the PI = 6.5, what would be the plastic limit of the soil? c. Determine the liquidity index of the soil if Win situ = 23.8%

Q: 1- Find Coefficient of consolidation in cm²/s using root time and TV90% = 0.848. 2- Find…

A: Q1/ specimen of the fine-grained soil, 75 mm in diameter and 20 mm thick was tested in an oedometer…

Q: A soil sample has a volume of 5200 cm3 and mass of 10.4 kg. water content of the soil is w = 12%.…

A: (1) Volume of the soil sample(2) Mass of the soil sample(3) Water content(4) Specific gravity of…

Q: A liquid limits test carried out on a sample of inorganic soil taken from below the water table gave…

A: Given data, Cone penetration (mm) 15.5 18.2 21.4 23.6 Moisture content % 34.6 40.8 48.2 53.4…

Q: 1. The maximum density corresponds to (maximum/minimum)_ 2. An increase in the degree of saturation…

A: Note- It has been asked to solve question 7. Sand Cone Method- In this method, a hole is dig and…

Q: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient

A: Given data : Diameter corresponding to 60% finer (D60)=0.41 mmDiameter corresponding to 10% finer…

Q: The data of soil specimen are given below; Y(pcf) = 128.9, S% = 48.7 Y(pcf) = 131.4, S% = 78.8 a.…

A: We know Y= (G+Se)(1+e)Yw When Y=128.9, S=48.7% And when Y=131.4, S=78.8%

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.