civil engineering level 2, soil density practical assignment (Geotechnical engineering)

civil engineering level 2, soil density practical assignment (Geotechnical engineering)

CE2004
S
OIL
D
ENSITY
P
RACTICAL
Aims
?
To build fundamental understanding of how engineering soils respond to changes in stress
and water content
?
To develop skills in collecting, recording and presenting laboratory data
?
To d
evelop an appreciation for accuracy and precision, and how to deal with it
Introduction
Understanding the response of soils to changes such as load and water content is an essential part of
site evaluation, design, construction and monitoring. There are
many ways of assessing these
responses. This practical focuses on
two
key measures of change: min
imum density and
maximum
densi
ty
. Details of what should be submitted are given at the end of the practical description.
H
ealth & Safety note
The following procedures involve potentially hazardous masses. Particular hazards are posed by the
steel rammer and the Proctor mould (especially when full of compacted soil).
For Part 1,
below,
p
rotective gloves
and safety boots
shou
ld be worn and the heavy items handled with care.
Wear a
lab coat at all times.
Task
Part I: Density Changes
a
1.
In groups, select a
dry
sandy
soil
and
, if necessary,
sieve to remove particles >2mm (i.e.
gravel or coarser).
2.
Describe the soil.
3.
Take a known mass of the soil,
M
(e.g.
9
00g
?
10g), and place in a graduated 1 litre
measuring cylinder. Tap the side of the cylinder gently to allow for a small amount of
settlement and to level the surface of the soil.
4.
Record the volume of the soil in ml.
5.
Calculate the dry bulk density
b
:
?
d
=
M
/
V
6.
Shake the cylinder and invert it a few times to loosen the soil.
7.
Turn the cylinder upside down, pause until the sand has ceased moving, then quickly, in a
single movement, turn the cylinder the right way up and stand it on a flat surface (be careful
not to knock or jar the cylinder at this stage.
8.
Record the new volume
V
in mL to the nearest 10mL
9.
Record if
the
soil exhibits any sorting of particles
10.
Repeat steps 5

8 for a total of ten times
11.
Calculate the “
minimum”
dry density of the soil
(
?
dmin
) in Mg/m
3
using the equation
:
?
dmin
=
M
/
V
where
V
is the greatest of the volume readings. Express the results to the nearest 0.01
Mg/m
3
12.
T
ake a sample of the pre

wetted soil (this has a
moisture
content,
w
= M
w
/M
s
)
. You will need
around 2.5

3.0 k
g.
13.
Weigh the Proctor (density assessment) mould to 10g precision (
m
1
)
14.
Measure its internal diameter to 1mm precision and determine its volume,
V
m
c
.
15.
Attach extension to the mould and place on a
solid
surface (e.g. concrete floor)
16.
Fill the mould (not moul
d plus extension) with a layer of soil just over 1/3
rd
of its depth
a
The density change experiments are slightly modified ve
rsions of those given in BS 1377
:4
b
In this case, the density = d
ry bulk density as the sample is oven dry
c
V
m
=
?
r
2
x height of mould
17.
Apply 27 (twenty seven) blows to the soil using the 2.5kg rammer, with a fall of exactly 30cm

to do this, pull the handle to its full extent.
a.
Ensure blows are spread evenly across the su
rface
b.
Make sure inside of rammer is not clogged by soil before each blow
c.
!
T
HE RAMMER IS
HEAVY
.
W
EAR PROTECTIVE GLOVE
S AND ENSURE YOUR HA
NDS ARE KEPT
CLEAR DURING OPERATI
ON
.
18.
Repeat stages 15 and 16 until, after ramming, the soil fills the mould and the low
er part of the
extension
19.
Remove the extension and level the soil across the top of the mould
20.
Weigh the Proctor mould and compacted soil to 10g precision (
m
2
)
21.
Remove the soil and clean out the mould
22.
Calculate bulk density:
a.
?
= (
m
2

m
1
) /
V
m
23.
Calculate “
maximum”
dry density in Mg/m
3
:
a.
?
dmax
= 100
?
/ (100
+w
)
d
24.
Check your working area and clean up any spilt soil
Remember, if you make a mistake
, start again!
Work to submit
(10% of module mark)

?
Your raw data
for both
density
tests
on one soil
?
Full calculations
and results
?
Use the particle size data
for your soil
avai
lable on
Blackboard to plot a cumulative graph of
the percentage passing each sieve
(annotate as appropriate)
?
A table of summar
y
statistical values
for the particle size data
?
A
concise discussion of potential sources of error (
200 words maximum)
?
A concise discussion
of the accu
racy, precision, strengths and limitations
of the methods
(250
words
)
Marks will be awarded for:
?
Following the coursework specification
?
Correct presentation of data
?
Correct calculations a
nd presentation of results
?
Consideration of errors
?
Consideration of
accu
racy, precision, strengths and limitations
of the methods
?
Presentation, including neatness, spelling and grammar
d
w
=
moisture

see stage 2

should be
around 1
0% for
the CE1002
practical

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