Civil Engineering (CE) Exam > Civil Engineering (CE) Questions > Clay can be classified asa)Highly cohessive s...
Start Learning for Free
Clay can be classified as
- a)Highly cohessive soil
- b)Limited cohessive soil
- c)Cohessionless soil
- d)None of the above
Correct answer is option 'A'. Can you explain this answer?
Verified Answer
Clay can be classified asa)Highly cohessive soilb)Limited cohessive so...
Clay can be classified as a highly cohesive soil. Cohesive soils are soils that have a high degree of internal friction and a strong tendency to stick together. They are typically made up of fine-grained particles, such as clay or silt, and they are known for their ability to retain water and form a strong, cohesive mass when wet.
Clay is a type of soil that is composed primarily of very small, fine-grained particles. It is typically made up of minerals such as kaolinite, illite, and montmorillonite, and it has a high shrink-swell capacity, meaning that it expands and contracts significantly as it absorbs and loses moisture. Clay is often used in construction, particularly in the manufacture of bricks and other building materials, and it is also used in the production of ceramics, paper, and other products.
Most Upvoted Answer
Clay can be classified asa)Highly cohessive soilb)Limited cohessive so...
Clay can be classified as:
Clay can be classified as highly cohesive soil.
Explanation:
Cohesion is the property of a soil that allows it to stick together and resist deformation when subjected to external forces. Clay is a type of soil that exhibits a high level of cohesion, making it highly cohesive soil.
Definition of cohesive soil:
Cohesive soil refers to a type of soil that consists of fine particles with the ability to stick together due to cohesive forces between the particles. These cohesive forces are mainly attributed to the presence of clay minerals in the soil.
Characteristics of cohesive soil:
Cohesive soils, such as clay, possess certain characteristics that distinguish them from other types of soils:
1. High water retention: Cohesive soils have a high water retention capacity due to the small size of the soil particles and their ability to hold water within their structure.
2. Low permeability: The small particle size and cohesive nature of clay particles result in low permeability, making it difficult for water to flow through the soil.
3. Plasticity: Cohesive soils exhibit plastic behavior, meaning they can be molded and shaped when wet, but retain their shape after drying. This plasticity is a result of the cohesive forces between the soil particles.
4. High shear strength: Cohesive soils have a high shear strength due to the cohesive forces between the particles. This allows them to resist deformation and maintain their structural integrity under external loads.
5. Sensitivity to moisture content: Cohesive soils are highly sensitive to changes in moisture content. As the moisture content of the soil increases, its strength decreases, leading to potential instability.
Conclusion:
Based on the characteristics mentioned above, clay can be classified as highly cohesive soil. It exhibits high water retention, low permeability, plasticity, high shear strength, and sensitivity to moisture content. These properties make clay suitable for various engineering applications, such as the construction of embankments, foundations, and retaining walls.
Clay can be classified as highly cohesive soil.
Explanation:
Cohesion is the property of a soil that allows it to stick together and resist deformation when subjected to external forces. Clay is a type of soil that exhibits a high level of cohesion, making it highly cohesive soil.
Definition of cohesive soil:
Cohesive soil refers to a type of soil that consists of fine particles with the ability to stick together due to cohesive forces between the particles. These cohesive forces are mainly attributed to the presence of clay minerals in the soil.
Characteristics of cohesive soil:
Cohesive soils, such as clay, possess certain characteristics that distinguish them from other types of soils:
1. High water retention: Cohesive soils have a high water retention capacity due to the small size of the soil particles and their ability to hold water within their structure.
2. Low permeability: The small particle size and cohesive nature of clay particles result in low permeability, making it difficult for water to flow through the soil.
3. Plasticity: Cohesive soils exhibit plastic behavior, meaning they can be molded and shaped when wet, but retain their shape after drying. This plasticity is a result of the cohesive forces between the soil particles.
4. High shear strength: Cohesive soils have a high shear strength due to the cohesive forces between the particles. This allows them to resist deformation and maintain their structural integrity under external loads.
5. Sensitivity to moisture content: Cohesive soils are highly sensitive to changes in moisture content. As the moisture content of the soil increases, its strength decreases, leading to potential instability.
Conclusion:
Based on the characteristics mentioned above, clay can be classified as highly cohesive soil. It exhibits high water retention, low permeability, plasticity, high shear strength, and sensitivity to moisture content. These properties make clay suitable for various engineering applications, such as the construction of embankments, foundations, and retaining walls.
|
Explore Courses for Civil Engineering (CE) exam
|
|
Similar Civil Engineering (CE) Doubts
Top Courses for Civil Engineering (CE)View all
Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer?
Question Description
Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer?.
Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer?.
Solutions for Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE).
Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.
Here you can find the meaning of Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of
Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer?, a detailed solution for Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? has been provided alongside types of Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice Clay can be classified asa)Highly cohessive soilb)Limited cohessive soilc)Cohessionless soild)None of the aboveCorrect answer is option 'A'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.
|
|
Explore Courses for Civil Engineering (CE) exam
|
|
Signup for Free!
Signup to see your scores go up within 7 days! Learn & Practice with 1000+ FREE Notes, Videos & Tests.
|
© EduRev
|
Education Revolution
|
|
Signup to see your scores
go up within 7 days!
Access 1000+ FREE Docs, Videos and Tests
Takes less than 10 seconds to signup