Civil Engineering (CE) Exam > Civil Engineering (CE) Questions > Consider the following statements:1. Coarse-g...
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Consider the following statements:
1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification
2, At liquid limit, all soils have the same shearing strength.
3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.
Of these statements:
1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification
2, At liquid limit, all soils have the same shearing strength.
3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.
Of these statements:
- a)1 and 2 are correct
- b)1 and 3 are correct
- c)2 and 3 are correct
- d)1,2 and 3 are correct
Correct answer is option 'D'. Can you explain this answer?
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Verified Answer
Consider the following statements:1. Coarse-grained soil having fines ...
Lower the shrinkage limit greater is the volume change.
For coarse grained soil with fines < 5% classification will be GP, GW, SP, and SW, for fines > 12% classification will be based on plasticity chart as GM, GC, SM and SC. For fines 5 -12% dual classification like GP - GM; GP - GC etc., will be used.
At liquid limit the soils possess a certain shear strength which is the smallest value that can be measured in a standard procedure. From direct shear tests on different types of clays it is found that liquid limit corresponds to a shearing strength of about 2.7 kN/m2.
If shrinkage limit Is less the volume change with change in water content will be more.
For coarse grained soil with fines < 5% classification will be GP, GW, SP, and SW, for fines > 12% classification will be based on plasticity chart as GM, GC, SM and SC. For fines 5 -12% dual classification like GP - GM; GP - GC etc., will be used.
At liquid limit the soils possess a certain shear strength which is the smallest value that can be measured in a standard procedure. From direct shear tests on different types of clays it is found that liquid limit corresponds to a shearing strength of about 2.7 kN/m2.
If shrinkage limit Is less the volume change with change in water content will be more.
Most Upvoted Answer
Consider the following statements:1. Coarse-grained soil having fines ...
Particles smaller than 0.075 mm) content less than 5% is classified as well-graded soil.
2. Well-graded soil has a wide range of particle sizes and is considered more stable than poorly graded soil.
Both statements are true. Well-graded soil has a relatively uniform distribution of particle sizes and includes particles of different sizes, from coarse to fine. It is more stable than poorly graded soil, which has a narrow range of particle sizes and tends to be less stable. The fines content in well-graded soil is generally less than 5%, but this alone does not determine whether a soil is well-graded or not.
2. Well-graded soil has a wide range of particle sizes and is considered more stable than poorly graded soil.
Both statements are true. Well-graded soil has a relatively uniform distribution of particle sizes and includes particles of different sizes, from coarse to fine. It is more stable than poorly graded soil, which has a narrow range of particle sizes and tends to be less stable. The fines content in well-graded soil is generally less than 5%, but this alone does not determine whether a soil is well-graded or not.
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Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer?
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Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer?.
Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer?.
Solutions for Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE).
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Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer?, a detailed solution for Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? has been provided alongside types of Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice Consider the following statements:1. Coarse-grained soil having fines (<75μ in size) between 5% and 12%, have a dual symbol according to IS code for soil classification2, At liquid limit, all soils have the same shearing strength.3. Lower the shrinkage limit, greater is the volume change in a soil with change in water content.Of these statements:a)1 and 2 are correctb)1 and 3 are correctc)2 and 3 are correctd)1,2 and 3 are correctCorrect answer is option 'D'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.
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