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Code: METH04V01
Date: July 27, 2014
Author: Emily Barasa
STANDARD OPERATING PROCEDURES
METHOD FOR DETERMINATION OF ATTERBERG LIMITS AND LINEAR SHRINKAGE IN SOILS
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STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
2 | A t t e r b e r g S O P
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STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
3 | A t t e r b e r g S O P
SCOPE AND APPLICATION This procedure describes the determination of the bulk density, Atterberg limits (liquid and plastic
limits) using cone penetrometer and linear shrinkage. The Atterberg limits are a basic measure of the
nature of a fine-grained soil such as its shrinkage limit, plastic limit, and liquid limit. Depending on the
water content, soil- may appear in four states; solid, semi-solid, plastic and liquid. In each state the
consistency and behavior of the soil is different and thus so are its engineering properties. Therefore,
the boundary in each state can be defined based on a change in the soil’s behavior. The Atterberg limits
can be used to distinguish between silt and clay and it can distinguish between different types of silts
and clay.
PRINCIPLE Bulk density is a measure of the weight of the soil per unit volume (g/cc), usually given on an oven-dry
(110° C) basis. Variation in bulk density is attributable to the relative proportion and specific gravity of
solid organic and inorganic particles and to the porosity of the soil. Bulk density is important in
quantitative soil studies and is generally used in calculating soil moisture movement within a profile and
to compare soils qualitatively by converting percent to weight per unit volume. The determination
usually consists of drying and weighing a soil sample, the volume of which is known. Liquid or plastic
limit of soils is a measure of their consistency (compressibility, permeability, to compact, shrink-swell
and shear strength). The method is based on the relationship between the moisture content and the
penetration of a cone into the moist soil. The liquid limit (LL) is the moisture content at which the soil
passes from the plastic, ductile behavior to the liquid, flowing behavior as determined by the liquid limit
test. It is also defined as the water content at which the cone penetrates the moist soil to a depth of
20mm when dropped from a standardized height. The plastic limit (PL) is the soil water content as the
soil passes from the plastic, ductile behavior to the brittle, cracking behavior. Plasticity index (PI) is the
range of the water content over which a soil behaves plastically. Soil shrinkage (LS) is the limit to which a
soil material contracts as it loses water on drying.
ABBREVIATIONS AND DEFINITIONS
LL Liquid Limit
PL Plastic Limit
P10 Plasticity index
LS Soil shrinkage
L Length of the mound (mm)
Ls Longitudinal length of the oven dry soil bar (mm)
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
4 | A t t e r b e r g S O P
RELATED DOCUMENT Method for operating penetrometer
RELATED FORMS
Logging form Recording form
SAFETY AND ENVIRONMENT
Personal protection:
Heavy-duty gloves should always be used when removing samples from the oven to avoid burns. Care should be taken when handling the penetrometer to avoid injury.
Electrical hazards:
Electrical systems must conform to the ICRAF standards. Shock hazards exist inside the instruments. Only an authorized service representative or an individual with training in electronic repair should remove panels or circuit boards where voltages are greater than 20 V. The instruments require a third-wire protective grounding conductor. Three-to-two wire adapters are unsafe for these instruments.
REQUIREMENTS
Equipment a. Standard cone penetrometer
b. Penetration cone assembly, a stainless steel cone with a cone angle of 30±1O and
total moving mass of 80±0.1g, automatic zeroing device, displacement device
c. Penetration container (cups) approximately 55mm in diameter and 40mm deep
with a rim parallel to the flat base
d. Balance of 2kg capacity and 0.001g accuracy
e. Automatic controller with a built in 5±1 seconds timer: provides automatic
control of the penetration period and also used as a timing device
f. Oven capable of maintaining a temperatures of 1050C
g. Vernier caliper graduated in millimeters
h. Brass steel molds in the form of semi-cylindrical troughs; 140mm long and 21mm
internal diameter
i. Mixing bowl approximately 150mm diameter, with an air-tight lid
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
5 | A t t e r b e r g S O P
j. Two spatula or palette knives with blade approximately 100mm long and 20mm
wide
k. Test gauge: for checking the excessive wear to the point of the cone
l. A flat glass plate
m. Moisture boxes
n. A metal straight edge
o. Flat rubber mat
p. Mortar and pestle
q. Standard 425µm test sieve
Materials & Supplies
a. Petroleum jelly
b. De-ionized water
c. A damp cloth
d. String 250mm long
e. A scoop of 50 ml volume
f. Wash bottle
PROCEDURE
Sample processing and preparation
a. Air-dried Approximately 200g of soil grind and sieve through a 425µm sieve. NB: all
portions of the sample must be ground with a pestle and motor to pass through the
425µm sieve. The history of the sample should also be noted.
b. Place 80% of the testing portion of the soil in a mixing bowl, wet the soil with an
increment of de-ionized water and mix thoroughly with a palette knife. Continue
adding increments of water until the test portion becomes a thick homogeneous
paste. Add water such that the range of penetration values between approximately
15mm to 25mm are obtained.
c. After mixing the soil and before performing the test, the test portion should settle
for an adequate period (As a preferred option the test portion can be cured at room
temperature in an air tight container for at least 12 hours, and up to 24 hours for
moist soils but the test can be done immediately after mixing for soils with low
clay content.) to allow the water to permeate through the soil mass
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
6 | A t t e r b e r g S O P
d. Weigh 45mg of Soil sample into a 5ml centrifuge tube and add 2.5ml of an aqueous
Triton X100 solution Add 40 µl of 1000 mg/l Se internal standard solution d into the
suspension using a calibrated pipette. Mix the Suspension thoroughly and sonicate
it. Transfer 10µl of the suspension into siliconized quartz disc and dry.
e. In the case of Plants, the sample is dried and milled through a 1-mm sieve. Plant
sample (45mg) is weighed into a 5ml centrifuge tube and 2.5ml of an aqueous Triton
X100 solution is added. 40 µl of 1000 mg/l Sc internal standard solution and 10 µl of
1000 mg/l Y are added into the suspension using calibrated pipettes. Suspension is
mixed thoroughly and sonicated. 10µl of suspension is transferred onto a siliconized
quartz disc and dried.
f. Liquid samples are a diluted appropriately and the different dilutions are tested to
find an optimal peak to scattering background ratio. The Liquid specimen (1000 µl) is
then sampled into a labeled vial. For accurate determination of light elements only,
add 40 µl of 100 mg/l Sc single element standard into the liquid sample and. For
determination of heavier elements, transfer 50 µl of 100 mg/l Y single element
internal standard using a calibrated pipette into the liquid sample. Note the 10 times
dilution of the liquid standards as compared with the soil and plant methods.
Liquid limit test a. After overnight curing, place the test portion on a flat glass plate and mix it with the
palette knives for 10 to 40 minutes depending on the soil type. If necessary water or
soil can be added so that the first cone penetration reading is approximately 16mm.
b. Remove approximately 20g of the mixed soil with a palette knife and put aside for
plastic limit determinations
c. Place the mixed soil into the penetration cup palette knife and level it to a smooth
top with the straight edge, taking care not to trap air. Tap the test cup on the rubber
mat to remove air voids and refill it. Repeat this procedure until air voids are
completely displaced and the cup is level filled.
d. Assemble the drop cone apparatus and place the cone in the cone holder and raise
the cone assembly to the highest position possible and level the penetrometer.
Raise the penetration head as required.
e. Place the cup on the base of the drop cone apparatus approximately central under
the point of the penetration cone
f. By adjusting, lower the penetration head until the tip of the cone makes contact
with the surface of the soil such that a slight movement of the cup will just mark the
surface of the soil.
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
7 | A t t e r b e r g S O P
g. Depress the indicator rod of the dial gauge until it lightly touches the top of the
shaft. Note and record the reading taken on the dial gauge to the nearest 0.1mm
h. Set the automatic controllers and release the penetrometer shaft and allow the
cone to penetrate the soil for 5 seconds and then cramp or restrain the
penetrometer shaft.
i. Depress the indicator rod of the dial gauge until it lightly touches the top of the
shaft. Note and record the reading taken on the dial gauge to the nearest 0.1mm
j. Calculate the difference between the two dial gauge readings and record as the
penetration value(depth)
k. Raise the penetration head to remove the cone from the soil and clean the cone
thoroughly with a damp cloth
l. Remove approximately 10g, of the test soil portion with a palette knife, from near
the area penetrated by the cone and determine the water content of the test
sample by oven drying at 1050C.This is best facilitated by placing the penetration cup
at a slight angle on the work bench and then drawing the palette knife in a
downward and outward movement against the inside lip of the cup
m. Remove the remaining soil from the cup and put it on the flat glass plate, remix it
and if necessary (incase the first reading is not satisfactory) add water or soil and
perform the next cone penetration.
n. Repeat Procedures 3 to 12 is until three more determinations (18, 20 and 22) of soil
water content and the penetration depth are obtained.
Note: The test should always proceed from the drier to the wetter condition of the soil.
Clean the cup and the cone thoroughly each time you remove the soil from th cup to
add water.
o. Reporting results
Plot the moisture contents against the corresponding penetration depths for the
four determinations on a linear graph with the percent moisture on the
horizontal axis and the penetration depth on the vertical axis. Draw a straight
line of best fit through the plotted points.
Determine the moisture content corresponding to the intersection of the line of
best fit and the 20mm penetration ordinate (interpolation). This moisture
content is the liquid limit(LL)of the soil
Linear Shrinkage test
a. Clean and lightly grease the inner walls of the shrinkage mold to prevent the soil
from adhering to the mold. Remove the wet soil from the cup after the
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
8 | A t t e r b e r g S O P
determination of penetration 20mm, and put in the greased mold with the
palette knife. Remove Air bubbles or voids by lightly tapping the base of the
mold on a flat rubber mat. Slightly overfill the mold and then level off the excess
soil with a palette knife. Remove all soil adhering to the rim and edge of the
mold by wiping with a damp cloth to stop friction between the soil in the mold
and any adhering to the edges of the mold.
b. Air dry The soil water mixture in the mold slowly at room temperature for 12 to
24 hours and then transfer it to an oven and dry to constant weight at 105oC.
c. Allow the mold and the dry soil to cool and measure the mean length of the soil
bar to the nearest millimeter. If the soil bar has cracked into pieces during
drying, carefully reposition the cracked edges together, then firmly hold the
separate parts together and measure the bar’s length. If the soil bar curls or is
curved, remove it carefully and measure the length of the top and bottom
surfaces with a piece of string. The mean of the two lengths is the length of the
soil bar.
Note: Curling and curving can be prevented by slow drying of the mound and soil- water
mixture. This can be done by air drying for periods of 48-72 hours the oven drying of
60oC – 65oC until shrinkage has largely ceased, and then at 105oC to 110oC to complete
the drying.
d. Reporting results - The linear shrinkage of the soil is calculated as a percentage
of the original length of the soil bar in the mound from the equation:
Percentage of the linear shrinkage LS = (L-Ls/L) * 100 to the nearest 0.5%
Plastic limit test
a. Mold the 20g of cured soil put aside for plastic limits test into a ball and roll between
the palms until the heat of the hands has dried the soil sufficiently for slight cracks
to appear on its surface. Then divide sample into two subsamples for separate
determination of each sub sample.
b. Divide each subsample into four approximately equal parts and form each part into
a thread of about 6 mm in diameter, between the first finger and thump of each
hand. Roll the thread between the tips of the fingers of one hand and the surface of
the glass plate. Apply sufficient pressure to reduce the diameter of the thread to
about 3mm. Note: 5 to 15 complete forward and back movement of the hand is
sufficient to reduce the thread to 3mm. Uniform rolling pressure should be
maintained throughout the test.
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
9 | A t t e r b e r g S O P
c. Pick and mold the 3mm thread between the fingers to further dry the soil and then
formed into a thread and rolled out again. This procedure is repeated until the
thread shears both longitudinally and transversely. This first crumbling point is the
plastic limit. The portions of the crumbled soil thread are gathered together and
transferred to a moisture container. The other three parts of the subsample is
treated similarly and placed in the same moisture container. The moisture content
of the soil is determined by oven-drying at 1050C. This soil water content is the
plastic limit.
d. Reporting results; the average of the water contents obtained from the two plastic
limit tests. The plastic limit (PL) is the average of the two water contents. If no
shrinkage is observed on the sample the sample has no plastic limit and is reported
as non-plastic. Note: If the two results of the moisture content differ by more than
0.5% the test shall be repeated.
Plasticity Index (PI)
Plasticity index is calculated as follows:
PI = LL – PL
Soil water (moisture) Content determination
a. Weigh and label a 50-mL beaker.is weighed and Record the weight.
b. Collect subsamples of the wet soil and add to the beaker. Approximately 10g of wet
should be sufficient
c. Immediately weigh the beaker with wet soil and record the weight
d. Dry soil in oven at 105C for at least 24 hours.
e. Weigh beaker with dry soil and record the weight
f. Report
Sample identification and water content data information as follows:
Water content data
Sample No.
Mass of cup (g0
Mass of cup and wet soil (g)
Mass of cup and dry soil
mass of wet soil (g)
mass of dry soil (g)
% water content
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
10 | A t t e r b e r g S O P
Hence %Water content (W) = Mwet - Mdry /Mdry
Report the liquid limit, plastic limit, and plasticity index to the nearest 0.1 percent or
whole number
Note: All forms of liquid and plastic test limits are subject to errors due to either
operator error or variations in the equipment used. For the liquid limits the consistency
of the test portion should be such that when tested, a penetration in the range of 9 to
12 mm is obtained. The plastic limit in particular requires practice and cross-checking to
identify the correct point, as it is easy to make the rolled thread crack and crumble
prematurely
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
11 | A t t e r b e r g S O P
REFERENCES
ASTM D4318 - 10 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of
Soils.
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
12 | A t t e r b e r g S O P
ANNEX 1: Workflow
Sample Grinding
Sample Curing
Plastic limit/Liquid limit/Linear shrinkage?
Plastic Limit
Sample Wetting
Sample Penetration
Oven Drying
Roll the Threads
· Mould the soil into a ball
· Roll between your palms till
it dries and cracks appear
· Repeat the process of
rolling until the thread
crumbles
· Divide the threads into two
moisture beakers
· Get the wet weight
Record Results
· Penetrate first at
16mm then scoop the
sample at the centre
and get its wet weight
· Repeat the process at
18, 20 and 22mm and
put in respective
beakers
· Transfer the scooped sample, the mould and the
threads to the oven for 24hrs at 105oC
· Get the dry weight
· Soak samples overnight
using de-ionized water
· Mix using palette knife till soil
is thoroughly mixed
Plastic limit
Linear Shrinkage
Test
Liquid Limit Test
Shrinkage Mould Filling
Linearshrinkage
Liquid limit
· Grease the
shrinkage mould
· Fill using pallette
knife to level
· Dry at room temp
for 12-24hrs
· Grind the sample to 425µm
· Add soil or water to
get the right
thickness
Action point
Decision point
Preparation
Tape notes
Process route
From Soil Preparation Factory
To Database
Stored data
ATTERBERG LIMITS WORKFLOW
This section determines the atterberg limits (liquid and plastic limits) using cone penetrometer and linear shrinkage.
Objective:This helps in determining compressibility, permeability, compatibility, shrink swell and shear strength of the soil
LEGEND
STANDARD OPERATING PROCEDURE Date: July 27, 2014
Code: METH04V01 Title: Method for Determination of Atterberg limits and linear shrinkage in soils
Author: Emily Barasa
13 | A t t e r b e r g S O P
Annex 2. QUALITY CONTROL
Process Procedure
Penetration Penetration range should be between 9-12 mm
Identification Ensure you get the correct points
Consistency Ensure consistency to avoid errors
Report should include · Results of the determination of the limits
· Possible deviations observed during analysis
· Other operations that have affected the results