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Sandy soil has a uniformity coefficient greater of 7.25, and a gradation coefficient of 2.5. What does this imply? O None of the Above The sand is uniformly-graded O The sand is considered to be gap-graded. O The sand is well-graded. Question 2 When the degree of saturation of soil material is equal to zero, the soil is said to be undefined O dry moist O saturated Question 3 The water content at which soil changes from a semi-solid state to solid-state without further change in volume is generally referred to as C Plastic Limit O None of the Above O Liquid Limit Shrinkage Limit

Sandy soil has a uniformity coefficient greater of 7.25, and a gradation coefficient of 2.5. What does this imply? O None of the Above The sand is uniformly-graded O The sand is considered to be gap-graded. O The sand is well-graded. Question 2 When the degree of saturation of soil material is equal to zero, the soil is said to be undefined O dry moist O saturated Question 3 The water content at which soil changes from a semi-solid state to solid-state without further change in volume is generally referred to as C Plastic Limit O None of the Above O Liquid Limit Shrinkage Limit

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question 4 The relative density (D) of coarse-grained soil indicates how loose or dense it is. Its value ranges from 0% to 100%. It was found out that a sandy soil sample has a relative density of 5.55%. How do you interpret this result? O The soil is firm. O The soil is very loose. The soil is very dense. The soil is dense. Question 5 Which of the following statement is true? O For dry soils, dry unit weight is less than total unit weight. O The unit weight of the soil increases when it is submerged in water. The unit weight of wet soil is lesser than its dry unit weight. None of the Above The unit weight of the soil decreases when it is submerged in water. Question 6 Bulk density, saturation density and dry density of soil varies upon degree of compaction water content O porosity O degree of consolidation
Transcribed Image Text:Question 4 The relative density (D) of coarse-grained soil indicates how loose or dense it is. Its value ranges from 0% to 100%. It was found out that a sandy soil sample has a relative density of 5.55%. How do you interpret this result? O The soil is firm. O The soil is very loose. The soil is very dense. The soil is dense. Question 5 Which of the following statement is true? O For dry soils, dry unit weight is less than total unit weight. O The unit weight of the soil increases when it is submerged in water. The unit weight of wet soil is lesser than its dry unit weight. None of the Above The unit weight of the soil decreases when it is submerged in water. Question 6 Bulk density, saturation density and dry density of soil varies upon degree of compaction water content O porosity O degree of consolidation
Question 1 Sandy soil has a uniformity coefficient greater of 7.25, and a gradation coefficient of 2.5. What does this imply? O None of the Above O The sand is uniformly-graded The sand is considered to be gap-graded. The sand is well-graded. Question 2 When the degree of saturation of soil material is equal to zero, the soil is said to be O undefined O dry moist saturated Question 3 The water content at which soil changes from a semi-solid state to solid-state without further change in volume is generally referred to as C Plastic Limit O None of the Above O Liquid Limit O Shrinkage Limit
Transcribed Image Text:Question 1 Sandy soil has a uniformity coefficient greater of 7.25, and a gradation coefficient of 2.5. What does this imply? O None of the Above O The sand is uniformly-graded The sand is considered to be gap-graded. The sand is well-graded. Question 2 When the degree of saturation of soil material is equal to zero, the soil is said to be O undefined O dry moist saturated Question 3 The water content at which soil changes from a semi-solid state to solid-state without further change in volume is generally referred to as C Plastic Limit O None of the Above O Liquid Limit O Shrinkage Limit
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