wayground logo

Free Printable Worksheets

Font size

S
M
L
XL
Worksheets

Foundation Engineering (CED306) Quiz 1

Total questions: 20

Worksheet time: 11mins

Name
Class
Date
1.

For Field Test , Significant depth of Exploration For isolated fdn :

a)

0.5 to 1 times the width

b)

1.5 to 2 times the width

c)

2.5 to 4 times the width

d)

None

2.

Rankine’s theory of lateral earth pressure can be applied to

a)

Cohesion less soil

b)

Cohesive soil

c)

Fine grained soil

d)

Coarse grained soil

3.

Based on the assumptions of Rankine’s theory, the soil mass is

a)

Stratified

b)

Submerged

c)

Homogeneous

d)

All of the mentioned

4.

If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is

a)

Lateral pressure due to retaining wall

b)

Lateral pressure due to submerged weight and Lateral pressure due to water

c)

None of the mentioned

d)

All of the mentioned

5.

A vertical cut is to be made in a soil mass having cohesion c, angle of internal friction φ, and unit weight γ. Considering Ka and Kp as the coefficients of active and passive earth pressures, respectively, the maximum depth of unsupported excavation is

a)

2c / (γ√Kp)

b)

4c / (γ√Kp)

c)

4c√Ka / γ

d)

4c / γ√Ka

6.

When a retaining wall moves away from the back-fill, the pressure exerted on the wall is termed as

a)

Passive earth pressure

b)

Swelling pressure

c)

Pore pressure

d)

Active earth pressure

7.

The figure shows the equation of the coefficient of lateral earth pressure for _______________

a)

passive condition

b)

at rest condition

c)

static condition

d)

active condition

8.

Which is CORRECT to determine the horizontal active thrust (Pa) for the pressure diagram shown.

a)
b)
c)
d)
9.

The knowledge of lateral earth pressure is very important in designing the geotechnical structures as listed below EXCEPT

a)

subgrade of roadway

b)

retaining wall

c)

basement wall

d)

excavation work

10.

Figure shows the _____________

a)

Active lateral earth pressure

b)

Passive lateral earth pressure

c)

At rest lateral earth pressure

d)

Dynamic lateral earth pressure

11.

Terzaghi's bearing capacity equation is for______ footing.

a)

circular

b)

rectangular

c)

square

d)

strip

12.

If D/B is zero, the value of Nc is

(a)  

13.

If D/B is greater than 12, this is a clear indication of (a)   foundation (WRITE IN CAPITAL LETTERS)

14.

What type of piling is shown in figure? (USE CAPITALS)

(a)  

15.

Particles of size less than 0.002 mm is

a)

a. Sand

b)

b. Silt

c)

c. Clay

d)

d. None of the options

16.

The coefficient of lateral earth pressure at rest is denoted by which symbol?

a)

Ka

b)

Kp

c)

Kr

d)

Ko

17.

In soil mechanics, the term 'effective stress' is defined as:

a)

None of the above

b)

Pore water pressure - Total stress

c)

Total stress + Pore water pressure

d)

Total stress - Pore water pressure

18.

Which of the following factors does NOT affect the bearing capacity of soil?

a)

Water table level

b)

Temperature

c)

Soil type

d)

Load duration

19.

Which of the following is NOT a method for determining the shear strength of soil?

a)

Standard Proctor test

b)

Triaxial test

c)

Unconfined compression test

d)

Direct shear test

20.

What is the primary purpose of a retaining wall?

a)

To provide drainage

b)

To enhance aesthetic appeal

c)

To prevent erosion

d)

To support soil laterally