standard operating procedures atterberg.pdf · 3 | atterberg sop scope and application this...

Code:METH04V01

Date:July27,2014Author:EmilyBarasa

STANDARDOPERATINGPROCEDURES

METHODFORDETERMINATIONOFATTERBERGLIMITSANDLINEARSHRINKAGEINSOILS

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STANDARDOPERATINGPROCEDURE Date:July27,2014Code:METH04V01Title: Method for Determination of Atterberg limits and linear shrinkage in soils

Author:EmilyBarasa

2 | A t t e r b e r g S O P

METHODDOCUMENTCONTROLLOG

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EmilyMwakeBarasa_SeniorLaboratoryTechnician

Verifiers JosephineMuteti_LaboratoryTechnician

Authorizer MercyNyambura_LaboratoryManager

ElvisWeullow_DeputyLaboratoryManager.

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Author:EmilyBarasa


SCOPEANDAPPLICATIONThis 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.

PRINCIPLEBulk 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.

ABBREVIATIONSANDDEFINITIONS 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)


Author:EmilyBarasa


RELATEDDOCUMENT Method for operating penetrometer

RELATEDFORMS Logging form Recording form

SAFETYANDENVIRONMENT Personal protection:

Heavy‐dutyglovesshouldalwaysbeusedwhenremovingsamplesfromtheoventoavoidburns.Careshouldbetakenwhenhandlingthepenetrometertoavoidinjury.

Electrical hazards:

ElectricalsystemsmustconformtotheICRAFstandards.Shockhazardsexistinsidetheinstruments.Onlyanauthorizedservicerepresentativeoranindividualwithtraininginelectronicrepairshouldremovepanelsorcircuitboardswherevoltagesaregreaterthan20V.Theinstrumentsrequireathird‐wireprotectivegroundingconductor.Three‐to‐twowireadaptersareunsafefortheseinstruments.

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


Author:EmilyBarasa


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


Author:EmilyBarasa


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.


Author:EmilyBarasa


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


Author:EmilyBarasa


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.


Author:EmilyBarasa


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


Author:EmilyBarasa


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


Author:EmilyBarasa


REFERENCESASTM D4318 ‐ 10 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of

Soils.


Author:EmilyBarasa


ANNEX1:Workflow


Author:EmilyBarasa


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

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