6. Consider the following statements regarding the permeability of soils 1

Check All Courses

Question

6. Consider the following statements regarding the permeability of soils 1. The coefficient of permeability is the ratio of discharge velocity and hydraulic gradient 2. The presence of a small percentage of fines in a coarsegrained soil raises the permeability 3. The coefficient of permeability of a soil is a function of its void ratio 4. In stratified soil permeability in the direction of stratification is less than that in perpendicular direction.Of these statements:

Options:

A . 1, 2 and 3 are correct

B . 2, 3 and 4 are correct

C . 1, 3 and 4 are correct

D . 3 and 4 are correct.

Answer: Option A

Submit Your Solution Below and Earn Points !

Next Question

Submit Comment/FeedBack

More Questions on This Topic :

Question 1. 0. Assertion A : The temperature at which water freezes in the pores of a soil depends on the pore size Reason R: ....the pores the higher the freezing temperature in soil Codes:

Question 2. 2. Consider the following statements regarding the Vane Shear test1. The test is used to determine the undrained s....the clay contains sand or silt laminations. Of these statements:

Question 3. 4. The characteristic relationship between e and a3 of clay is shown in the figure Consider the following statemen....4. CD is known as recompression curve Of these statements:

Question 4. 1. Consider the following statements : 1. A fully saturated soil may be compressed if some water can escape from t....normal stress by a decrease in pressure. Of these statements:

Question 5. 5. Consider the following statements regarding the lateral earth pressure03 1. Strains after yielding become entir....spiral or a combination of the two. Of these statements:

Question 6. 3. Consider the following statements regarding isotropic consolidation of clays1. Consolidation in the triaxial ap....has an over consolidation ratio of unity.Of these statements:

Question 7. 6. Consider the following statements regarding the Rankine's Theory of Earth Pressure 1. Movement of a retaining w....in retaining walls increase linearly with depth. Of these statements:

Question 8. 7. Consider the following statements regarding the assumptions in Terzaghi's Theory of One-Dimensional Consolidati....4. The water particles are compressible Of these statements

Question 9. 2. Assuming specific gravity of soil solids as 2.5 and dry unit weight of soil 19.62 kN/m3, the shrinkage limit (w....weight of soil 19.62 kN/m3, the shrinkage limit (ws) is

Question 10. 8. Pick up the correct statement from the following: ....

Latest Videos

Chapter 1 - GLOBAL STEEL SCENARIO & INDI Part 1 : (13-04-2024) INDUSTRY AND COMPANY AWARENESS (ICA)

Direction Sense Test Part 1 Reasoning (Hindi)

Chapter 1 - RMHP / OHP / OB & BP Part 1 : (14-02-2024) GPOE

Cube & Cuboid Part 1 Reasoning (Hindi)

Data Interpretation (DI) Basic Concept Reasoning (Hindi)

Counting Figures Part 1 Counting Of Straight Lines Reasoning (Hindi)

Sail E0 free webinar Webinars

Real Numbers Part 7 Class 10 Maths

Real Numbers Part 1 Class 10 Maths

Polynomials Part 1 Class 10 Maths

Latest Test Papers

Chapter 3.1 : Overview of Finance & Acco Chapter 3 : Finance & Accounts SAIL E0 - GFM 2024

Chapter 2.1 : Overview Chapter 2 : Materials Management SAIL E0 - GFM 2024

Chapter 1.1 : Personnel Functions- An ov Chapter 1 : Personnel Management SAIL E0 - GFM 2024

GPOE / GPA Combined 1 Free CBT Mock Test SAIL E0 2024

CBT Mixed Test 1 GPOE/GPA SAIL E0 2024