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Soil and Rock Mechanics Quiz

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

Mineral aggregates exist naturally and are called …………..

a)

Magma

b)

Soil

c)

Rocks

d)

Clay

2.

Mineral aggregates are categorised into three main types based on ………………….

a)

Their appearance

b)

Their formation

c)

Their colour

d)

Their hardness

3.

The mineral grains that form the solid phase of a soil aggregate are the product of …….

a)

weathering

b)

erosion

c)

layering

d)

all of the above

4.

According to the American Association of State Highway and Transportation Officials (AASHTO), the grain size of sand ranges between…………………

a)

2 to 0.05

b)

2 to 0.06

c)

4.75 to 0.075

d)

2 to 0.075

5.

According to the U.S. Department of Agriculture (USDA), the grain size of gravel ranges between…………………

a)

76.2 to 2

b)

76.2 to 4.75

c)

Greater than 2

d)

Less than 2

6.

The Massachusetts Institute of Technology classifies the grain size of silts to range between ………

a)

0.05 to 0.002

b)

0.06 to 0.002

c)

0.075 to 0.002

d)

Fines less than 0.075

7.

The Unified Soil Classification System considers the grain size of sand to range between ………….

a)

4.75 to 0.075

b)

2 to 0.075

c)

2 to 0.05

d)

2 to 0.06

8.

The phase relationship of soil refers to the …

a)

Proportions of the different layers of the soil

b)

Proportions of the different types of soil samples

c)

Proportions of the different phases present in a soil sample.

d)

Proportions of the different ratios in the soil sample

9.

These phases typically include…………

a)

solid particles, water, and air.

b)

Clay, silt and sand

c)

Voids, water, and air

d)

Topsoil, subsoil and bedrock

10.

The phase relationships are often represented in terms of …………..,,,

a)

Size or depth

b)

Volume or weight

c)

Mass or area

d)

All of the above

11.

The volume relationships commonly used for the three phases in a soil element are …………

a)

Specific gravity, porosity and void ratio

b)

Density, degree of saturation and porosity

c)

Void ratio, porosity and degree of saturation

d)

Void ratio, moisture content and porosity

12.

…………… is defined as the ratio of volume of voids to total volume.

a)

Porosity

b)

Void ratio

c)

Degree of saturation

d)

Moisture content

13.

……………….. is defined as the ratio of the volume of water to the volume of voids

a)

Porosity

b)

Void ratio

c)

Degree of saturation

d)

Moisture content

14.

………………... is defined as the ratio of the volume of voids to the volume of solids.

a)

Porosity

b)

Void ratio

c)

Degree of saturation

d)

Moisture content

15.

………………… is defined as the ratio of the weight of water to the weight of solids

a)

Porosity

b)

Void ratio

c)

Specific gravity

d)

Moisture content

16.

Most values of specific gravity of some common minerals found in the soil fall within a range of ………………

a)

2.7 to 3.0

b)

2.3 to 2.5

c)

2.6 to 2.9

d)

2.4 to 2.7

17.

………………… is defined as the ratio of the unit weight of a given material to the unit weight of water

a)

Bulk density

b)

Degree of saturation

c)

Specific gravity

d)

Moisture content

18.

Specific gravity cannot be determined accurately in the laboratory.

a)

True

b)

False

19.

The common terms used for weight relationships are degree of saturation and unit weight

a)

True

b)

False

20.

Understanding the phase relationships is crucial for analysing the behaviour of soils under various loading and environmental conditions.

a)

True

b)

False