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Back to Practice Questions
CivilSoil Mechanics
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In plastic limit test the soil ball is rolled on a glass plate into a thread of....... mm diameter.

A

mm

B

mm

C

mm

D

10 mm

Correct Answer

тЪЩя╕П TE тАв Technical Standard Practice (IS: 2720-Part 5)CivilSoil Mechanics
Option A

mm

Quick Summary:

The plastic limit of a soil is defined as the moisture content at which the soil begins to crumble when rolled into a thread of exactly 3 mm in diameter. This test is a fundamental procedure in geotechnical engineering used to classify fine-grained soils by determining the transition state between plastic and semi-solid consistency.

тЪЩя╕ПTETechnical SolutionStandard Practice (IS: 2720-Part 5)
ЁЯТб Explanation

The plastic limit of a soil is defined as the moisture content at which the soil begins to crumble when rolled into a thread of exactly 3 mm in diameter. This test is a fundamental procedure in geotechnical engineering used to classify fine-grained soils by determining the transition state between plastic and semi-solid consistency.

ЁЯФв Key Formulas

PL=(MwMs)├Ч100PL = \left( \frac{M_w}{M_s} \right) \times 100PL=(MsтАЛMwтАЛтАЛ)├Ч100 тАФ Calculation of Plastic Limit where MwM_wMwтАЛ is mass of water and MsM_sMsтАЛ is mass of oven-dried soil at the crumble point.

тЪЩя╕П Working Principle

As the soil thread is rolled on a glass plate, it loses moisture due to evaporation and absorption by the plate. At 3 mm diameter, the surface area exposed to evaporation relative to the soil volume reaches a critical threshold where the cohesive forces are no longer sufficient to maintain the plastic shape, leading to cracking or crumbling.

ЁЯУМ Key Points
  • тЦ╕

    Test conducted according to IS: 2720 (Part 5).

  • тЦ╕

    Soil must be air-dried or oven-dried to pass through 425-micron sieve before testing.

  • тЦ╕

    If the soil crumbles at a diameter greater than 3 mm, the moisture content is below the plastic limit.

  • тЦ╕

    The test is repeated multiple times to ensure consistency of the moisture content determination.

тЬЕ Advantages
  • тЦ╕

    Simple and inexpensive equipment required.

  • тЦ╕

    Essential for calculating the Plasticity Index (PI=LLтИТPLPI = LL - PLPI=LLтИТPL).

тЭМ Disadvantages / Limitations
  • тЦ╕

    Operator dependent (subjective judgment of crumbling).

  • тЦ╕

    Slow process due to the requirement of constant rolling.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Classification of fine-grained soils.

  • тЦ╕

    Estimation of swelling potential for expansive soils (e.g., Black Cotton Soil).

ЁЯУД Additional Information
  • тЦ╕

    Standard: IS 2720 Part 5.

  • тЦ╕

    The plastic limit is the lower boundary of the plastic state and the upper boundary of the semi-solid state in Atterberg Limits.

ЁЯУК Diagram / Illustration
Plastic Limit CriterionSoil Thread Diameter3.0 mm
тЬЕ

B is correct тАФ The soil is rolled into a thread of 3 mm diameter to determine the threshold moisture content where plastic behavior ceases.

Core Concepts Used
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Atterberg Limits Soil Consistency Cohesive Soil Behavior
ЁЯТб EXAM TIP

Always remember that the Liquid Limit (LL) test uses a Casagrande apparatus, whereas the Plastic Limit (PL) test is a manual rolling process. The difference LLтИТPLLL - PLLLтИТPL defines the Plasticity Index (IPIPIP), which indicates the degree of plasticity.

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