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Determine The Plastic Limit Of Soil

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This test is done to determine the plastic limit of soil as per IS: 2720 (Part 5) – 1985.The plastic limit of fine-grained soil is the water content of the soil below which it ceases to be plastic. It begins to crumble when rolled into threads of 3mm dia. The apparatus used:

i) Porcelain evaporating dish about 120mm dia.
ii) Spatula
iii) Container to determine moisture content
iv) Balance, with an accuracy of 0.01g
v) Oven
vi) Ground glass plate – 20cm x 15cm
vii) Rod – 3mm dia. and about 10cm long

PREPARATION OF SAMPLE
Take out 30g of air-dried soil from a thoroughly mixed sample of the soil passing through 425µm IS Sieve. Mix the soil with distilled water in an evaporating dish and leave the soil mass for naturing. This period may be upto 24hrs.

Procedure to determine The Plastic Limit Of Soil
i) Take about 8g of the soil and roll it with fingers on a glass plate. The rate of rolling should be between 80 to 90 strokes per minute to form a 3mm dia.

ii) If the dia. of the threads can be reduced to less than 3mm, without any cracks appearing, it means that the water content is more than its plastic limit. Knead the soil to reduce the water content and roll it into a thread again.

iii) Repeat the process of alternate rolling and kneading until the thread crumbles.

iv) Collect and keep the pieces of crumbled soil thread in the container used to determine the moisture content.

v) Repeat the process at least twice more with fresh samples of plastic soil each time.

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REPORTING OF RESULTS
The plastic limit should be determined for at least three portions of the soil passing through 425µm IS Sieve. The average water content to the nearest whole number should be reported.

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Comments
  • Mohammed yusuf October 22, 2011 at 11:56 am

    First of all., thanks for giving such information about the experiment but i have still some doubts to clarified by you., as the above comment i too want to know why should we use 3mm dia to crumble the soil y should 2 or 1mm.
    and what is the use of this experiment in the field.

  • Shedrach alfa March 7, 2012 at 1:00 am

    Just to thank you for giving us information about engineering geology because variou fields have considered it as hard.

  • mcdonald michael January 31, 2013 at 5:37 pm

    basic soil mechanics i lyk it

  • babu April 17, 2013 at 7:14 am

    what if the specified limit of Plasticity index for subgrade layer soil

  • Akash Sahu October 27, 2014 at 10:10 pm

    thanks

  • uttam November 26, 2014 at 5:55 am

    thanks

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