What is the permeability of soil & application for permebalily. Determination of coefficient of permeability.

 Permeability of soil  - 

                                    

The property of a soil which permits flow of water or any other liquid through it, is called permeability.



Application for soil   - 


It is a very important engineering property of soil. It is essential in a number of engineering problems, such as settlement of buildings, yield of wells, seepage through and below the earth structures. It  controls hydraulic stability of soil masses. It is also required in the design of filters used to prevent piping in hydraulic structures.


Determination of coefficient of permeability - 

 

   Laboratory methods


(a) Constant Head Permeability Test.

(b) Falling Head Permeability test.                                     

          

(a) Apply in Darcy's Law, we get q=kiA


Q/t=K.h/L.A

K=QL/Aht

A = Area of cross section of soil specimen.

 L = Length of soil specimen.

 h = Constant head.


The constant head, h, causing flow is the vertical distance between water levels in the overhead and bottom tank. After ensuring that the soil specimen is fully saturated the  flow has become steady, the quantity of water, Q flowing through the specimen known interval of time t is found.


Constant head test setup

Short Answer Type Questions


1. Darcy's law is applicable to seepage if a soil is – 

(a) Homogeneous (b) Isotropic the above


(c) Incompressible (d) All


Answer: (d)

2. The phreatic line in an earthen dam may be -

a) Parabolic (b) Elliptical (c) Straight line (d) Circular


Answer: (a)


3. The quantity of seepage of water through soils is proportional to -

(a) coefficient of permeability of soil 

(b) total head loss through the soil

 (c) neither (a) nor

 (b) (d) both (a) and (b)

Answer: (d)


4. Rise of water table above the ground surface causes-

(a) equal increase in pore water pressure and total stress
 (b) equal decrease in pore water pressure and total stress 
(c) increase in pore water pressure but decrease in total stress in total stress
(d) decrease in pore water pressure but increase
 Answer: (a)

5. Quick sand is a -

(a) flow condition occurring in cohesive soils
(b) flow condition occurring in cohesionless soils
 (c) flow condition occurring in both cohesive and cohesionless soils
(d) type of sand

 Answer: (d)


(6) Select the correct statement-

(a) The greater the viscosity, the greater is permeability

(b)  The greater the unit weight, the greater is permeability

(c) The greater the unit weight, the smaller is permeability

(d) Unit weight does not affect permeability
 Answer: (b)

(7) Which of the following methods is more suitable for the determination of  permeability of clayey soil?

(a) constant head methods 
(b) falling head methods 
(C) horizontal permeability test 
(d) none of the above 
Answer: (b)



8. Coefficient of perisability o sol- 
 (a) docs not depend upon temperature 
(b) increases with the increase in temperature 
(c) increases with the decrease in temperature 
(d) none of the above

Answer: (b)

(9) The permeability of soil varies-

(a)  inversely as square of grain size
(b) as square of grain size 
(c)  as grain size 
(d) inversely as void ratio 

Answer :(b) 

(10) A constant-head permeameter method is used for -- 
(a) coarse- grained soil 
(b) silty soil
(c) clayed soil 
(d) organic soil

Answer :(a)
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