For a soil having a void ratio of 0.75 and percentage saturation of 85%, determine the porosity. (Answer must be round up to two decimal) Your answer

Q: Index Properties If the void ratio is 1 for soil with G = 2.5, what is the degree of saturation at…

A: Void ratio, e = 1G = 2.5Water content, W = 40% = 0.4The degree of saturation (S) is =?

Q: For a soil sample in a natural condition, void ratio (e) is 0.67, degree of saturation (S) is 75%,…

A: Given data, Void ratio (e) = 0.67 S= 75% Gs= 2.7

Q: Determine  the void ratio if porosity is  0.334

A:

Q: Determine the value of void ratio if porosity  0.79

A:

Q: Determine the void ratio if porosity 0.137

A: The given question is related with geotechnical engineering . In this question we are provided with…

Q: Diaz (1992) reported the following values for Mexico City clay: void ratio (e) = 2, natural water…

A: To compute the remaining quantities entering a phase diagram, we can use the following formulas:1.…

Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.