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sieve_analysis.pdf, Study notes of Civil Engineering

Mechanical analysis is the determination of the size range of particles present in a soil, ... Sieve analysis consists of shaking the soil sample through a.

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Mechanical Analysis of Soil
Geotechnical engineering studies rock and soil
supporting civil engineering systems.
Knowledge from the field of soil science, materials
science, mechanics, and hydraulics is applied to safely
and economically design foundations, retaining walls, and
other structures.
Identification of soil properties presents challenges to
geotechnical engineers.
Unlike steel or concrete, the material properties and
behavior of soil are difficult to predict due to its variabilit y
and limitation on investigation.
Mechanical Analysis of Soil
As complex as it is, soil can be described simply.
It consists of four major components: air, water, organic
matter, and mineral matter.
Mechanical Analysis of Soil
The structure of soil determines its suitability for conc rete,
road subsurface, building foundation, or filter media.
Soil has four constituent parts:
Sand is any soil particle larger than 0.06 millimeters (0.002
inches).
Silt is any soil particle from 0.002 - 0.06 millimeters.
Clay is any soil particle below 0.002 millimeters, including
colloidal clay so small it does not settle out of suspension in
water.
Mechanical Analysis of Soil
Mechanical Analysis of Soil Mechanical Analysis of Soil
The percentage distribution of those parts determines soil
structure.
Mechanical analysis is the determination of the size range
of particles present in a soil, expressed as a percentage of
the total dry weight.
There are two methods generally used to find the partic le-
size distribution of soil:
(1) sieve analysis - for particle sizes larger than 0.075 mm
in diameter, and
(2) hydrometer analysis - for particle sizes smaller
than 0.075 mm in diameter.
CIVL 1101
Introduction to Sieve Analysis
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Mechanical Analysis of Soil

 Geotechnical engineering studies rock and soil

supporting civil engineering systems.

 Knowledge from the field of soil science, materials

science, mechanics, and hydraulics is applied to safely

and economically design foundations, retaining walls, and

other structures.

 Identification of soil properties presents challenges to

geotechnical engineers.

 Unlike steel or concrete, the material properties and

behavior of soil are difficult to predict due to its variability

and limitation on investigation.

Mechanical Analysis of Soil

 As complex as it is, soil can be described simply.

 It consists of four major components: air, water, organic

matter, and mineral matter.

Mechanical Analysis of Soil

 The structure of soil determines its suitability for concrete,

road subsurface, building foundation, or filter media.

 Soil has four constituent parts:

 Sand is any soil particle larger than 0.06 millimeters (0.

inches).

 Silt is any soil particle from 0.002 - 0.06 millimeters.

 Clay is any soil particle below 0.002 millimeters, including

colloidal clay so small it does not settle out of suspension in

water.

Mechanical Analysis of Soil

Mechanical Analysis of Soil Mechanical Analysis of Soil

 The percentage distribution of those parts determines soil

structure.

 Mechanical analysis is the determination of the size range

of particles present in a soil, expressed as a percentage of

the total dry weight.

 There are two methods generally used to find the particle-

size distribution of soil:

 (1) sieve analysis - for particle sizes larger than 0.075 mm

in diameter, and

 (2) hydrometer analysis - for particle sizes smaller

than 0.075 mm in diameter.

Mechanical Analysis of Soil

The percentage distribution of those parts determines soil

structure.

Mechanical Analysis of Soil

Sieve analysis Hydrometer analysis

Sieve Analysis

Sieve analysis consists of shaking the soil sample through a

set of sieves that have progressively smaller openings.

Sieve Analysis

Sieve analysis consists of shaking the soil sample through a

set of sieves that have progressively smaller openings.

Sieve Analysis

Sieve Number Opening (mm) 4 4. 6 3. 8 2. 10 2. 16 1. 20 0. 30 0. 40 0. 50 0. 60 0. 80 0. 100 0. 140 0. 170 0. 200 0. 270 0.

Sieve Analysis

 First the soil is oven dried and then all lumps are broken

into small particle before they are passed through the

sieves

 After the completion of the

shaking period the mass of

soil retained on each sieve

is determined

 Percentage retained on any sieve:

Calculations

100%

weight of soil retained

total soil weight

 

 Cumulative percentage retained on any sieve:

  Percentage retained

 Percentage finer than an sieve size:

100%   Percentage retained

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

 Three basic soil parameters can be determined from

these grain-size distribution curves:

 Effective size

 Uniformity coefficient

 Coefficient of gradation

 The diameter in the particle-size distribution curve

corresponding to 10% finer is defined as the effective

size , or D 10.

Particle diameter (mm)

Percent finer (%)

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Find D 10 :

How do you

read this?

Reading Semi-Logarithmic Scales

 In science and engineering, a semi-log graph or semi-log

plot is a way of visualizing data that are changing with

an exponential relationship.

 One axis is plotted on a logarithmic scale.

 This kind of plot is useful when one of the variables being

plotted covers a large range of values and the other has

only a restricted range

 The advantage being that it can bring out features in the

data that would not easily be seen if both variables had

been plotted linearly.

Reading Semi-Logarithmic Scales

 To facilitate use with logarithmic tables, one usually takes

logs to base 10 or e

 Let’s look at the log scale:

Reading Semi-Logarithmic Scales

 To facilitate use with logarithmic tables, one usually takes

logs to base 10 or e

 Let’s look at some values on a log scale and practice

interpolation values:

Particle diameter (mm)

Percent finer (%)

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Find D 10 :

Particle diameter (mm)

Percent finer (%)

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

D

= 0.093 mm

The uniformity coefficient is given by the relation

u

D C D

where D 60 is the diameter corresponding to 60% finer in the

particle-size distribution

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Particle diameter (mm)

Percent finer (%)

D 60 = 0.51 mm

Find D 60 :

The coefficient of gradation may he expressed as

c

D C D D

 

where D 30 is the diameter corresponding to 30% finer in the

particle-size distribution

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Effective Size, Uniformity Coefficient, and

Coefficient of Gradation

Particle diameter (mm)

D 30 = 0.25 mm Percent finer (%)

Find D 30 :

Example Sieve Analysis

 From the results of a sieve analysis, shown below,

determine:

(a) the percent finer than each sieve and plot a grain-size

distribution curve,

(b) D 10 , D 30 , D 60 from the grain-size distribution curve,

(c) the uniformity coefficient, Cu , and

(d) the coefficient of gradation, Cc.

Sieve Number

Diameter (mm)

Mass of soil retained on each sieve (g) 4 4.750 28 10 2.000 42 20 0.850 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan –– 24

Example Sieve Analysis

Sieve

Number

Diameter

(mm)

Mass of soil retained

on each sieve (g)

Pan –– 24

Sieve Number

Mass of soil retained on each sieve (g)

Percent retained on each sieve (%)

Cumulative percent retained on each sieve (%)

Percent finer (%)

Pan 24 3.89 100.00 0 617

Example Sieve Analysis

Particle diameter (mm)

Percent finer (%)

Example Sieve Analysis

D 30 = 0.27 mm

D 10 = 0.14 mm

D 60 = 0.42 mm

Example Sieve Analysis

For the particle-size distribution curve we just used, the

values of D 10 , D 30 , and D 60 are:

D 10 = 0.14 mm D 30 = 0.27 mm D 60 = 0.42 mm

u

D C D

mm

mm

 

c

D

C

D D

(0.27 )

0.42 0.

mm

mm mm

  

Mechanical Analysis of Soil

Any Questions?

Particle diameter (mm)

Percent finer (%)