Types of Soil | Soil Mechanics - Civil Engineering (CE) PDF Download

Soil Types 

Soils as they are found in different regions can be classified into two broad categories:

(1) Residual soils 
(2) Transported soils

Residual Soils
Residual soils are found at the same location where they have been formed. Generally, the depth of residual soils varies from 5 to 20 m.

Chemical weathering rate is greater in warm, humid regions than in cold, dry regions causing a faster breakdown of rocks. Accumulation of residual soils takes place as the rate of rock decomposition exceeds the rate of erosion or transportation of the weathered material. In humid regions, the presence of surface vegetation reduces the possibility of soil transportation.

As leaching action due to percolating surface water decreases with depth, there is a corresponding decrease in the degree of chemical weathering from the ground surface downwards. This results in a gradual reduction of residual soil formation with depth, until unaltered rock is found.

Residual soils comprise of a wide range of particle sizes, shapes and composition.
 

Transported Soils
Weathered rock materials can be moved from their original site to new locations by one or more of the transportation agencies to form transported soils. Tranported soils are classified based on the mode of transportation and the finaldeposition environment.

(a) Soils that are carried and deposited by rivers are called alluvial deposits.

(b) Soils that are deposited by flowing water or surface runoff while entering a lake are called lacustrine deposits.Atlernate layers are formed in different seasons depending on flow rate.

(c) If the deposits are made by rivers in sea water, they are called marine deposits. Marine deposits contain both particulate material brought from the shore as well as organic remnants of marine life forms.

(d) Melting of a glacier causes the deposition of all the materials scoured by it leading to formation of glacial deposits.

(e) Soil particles carried by wind and subsequently deposited are known as aeolian deposits.

The document Types of Soil | Soil Mechanics - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Soil Mechanics.
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FAQs on Types of Soil - Soil Mechanics - Civil Engineering (CE)

1. What are the different types of soil in civil engineering?
Ans. In civil engineering, there are four main types of soil: sandy soil, clay soil, silt soil, and loamy soil. Each type has different characteristics and properties that engineers consider when designing structures.
2. How does sandy soil affect civil engineering projects?
Ans. Sandy soil has low cohesion and drainage, which can pose challenges in civil engineering projects. It may require additional stabilization measures, such as the use of geotextiles or deep foundations, to ensure the stability of structures built on sandy soil.
3. What are the challenges of working with clay soil in civil engineering?
Ans. Clay soil has high plasticity and expands when wet, which can cause foundation issues. It tends to shrink and crack when dry, leading to differential settlement. Civil engineers need to consider these factors and implement appropriate measures, such as proper moisture control and foundation design, to mitigate the potential effects of clay soil.
4. How does silt soil impact construction projects?
Ans. Silt soil has fine particles that can retain water and become easily compacted. It may exhibit low shear strength and can be prone to erosion. Civil engineers need to carefully assess the properties of silt soil and implement suitable soil stabilization techniques, such as soil compaction or the use of additives, to ensure the stability of construction projects.
5. What is loamy soil and its significance in civil engineering?
Ans. Loamy soil is a mixture of sand, silt, and clay with a balanced composition. It has good drainage, moderate plasticity, and suitable strength properties. Loamy soil is often considered ideal for civil engineering projects as it provides a stable foundation and is relatively easy to work with during construction.
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