Consider the following statements in the context of aeolian soil. A. The soil has low density and low compressibility. B. The soil is deposited by wind. C. The soil has large permeability. Which of these statements are correct?
Only B and C
When studying different types of soils, it's important to understand their origin and properties. Aeolian soil is a specific type of soil, and its characteristics are directly related to how it is formed. Let's examine the given statements about aeolian soil.
The term "aeolian" (sometimes spelled "eolian") comes from Aeolus, the Greek god of wind. This immediately tells us about the primary mechanism responsible for the formation and transportation of these soils.
This statement is absolutely correct. Aeolian soils are formed when sediments, like sand, silt, and sometimes clay particles, are picked up, transported, and then deposited by wind. Examples include sand dunes found in deserts and loess deposits, which are vast accumulations of wind-blown silt.
Permeability is a measure of how easily water can flow through a soil. It depends on factors like particle size, void ratio (the volume of voids to the volume of solids), and the interconnectedness of pores.
This statement is generally correct for aeolian soils. Here's why:
Therefore, compared to many other soil types, especially clays, aeolian soils generally tend to have large permeability.
Soil density refers to how compact the soil is, while compressibility refers to how much a soil will reduce in volume under pressure.
Let's break this down:
Since a part of statement A (low compressibility) is incorrect, the entire statement A is considered incorrect.
Based on the detailed analysis of each statement:
Therefore, the correct statements are B and C.
The Group index value of soil subgrade in pavement construction is 8. The subgrade soil is rated as:
The coefficient of curvature for a well graded soil, must be from-
Which soil will take years and decades to undergo full settlement after the new building is constructed?
I.S. Sieve Nos. 10 mm and 4.75 mm are generally used for grading of