IS 2720 Part 181992AI Search Enabled✦ AI Generated

Methods of test for soils, Part 18: Determination of field moisture equivalent

IS 2720 Part 18:1992 specifies the standardized laboratory method for determining the field moisture equivalent (FME) of soils. This test measures the moisture content at which water placed on a smoothed soil surface spreads without immediate absorption, indicating soil moisture retention characteristics. It is essential for geotechnical engineers, soil scientists, and construction professionals assessing soil water conditions for foundation and earthwork design.

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1992Edition
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What This Standard Covers

IS 2720 Part 18:1992 specifies the standardized laboratory method for determining the field moisture equivalent (FME) of soils. This test measures the moisture content at which water placed on a smoothed soil surface spreads without immediate absorption, indicating soil moisture retention characteristics. It is essential for geotechnical engineers, soil scientists, and construction professionals assessing soil water conditions for foundation and earthwork design.

Who Uses This Standard

  • Geotechnical Engineers
  • Soil Scientists
  • Civil Engineers
  • Construction Quality Control Specialists
  • Foundation Design Engineers
  • Environmental Engineers
  • Laboratory Technicians in Soil Testing

Key Topics Covered

Definition and significance of Field Moisture Equivalent (FME)
Sample preparation and air-drying procedures
Sieving and particle size separation (2 mm and 425 micron IS sieves)
Use of mortar and pestle for soil aggregation breakdown
Equipment specifications including evaporating dish, balance, oven, and spatula
Step-by-step procedure for adding water and observing moisture behavior
Calculation method for Field Moisture Equivalent
Reporting and rounding off test results
Interpretation of FME in relation to soil moisture retention and organic content
Quality control and standardization requirements
Relationship between FME and centrifuge equivalent moisture content

Table of Contents

1Scope

IS 2720 Part 18: Scope - Key Points & Specifications

Scope Summary:

  • IS 2720 Part 18 covers methods for testing soil properties (e.g., moisture equivalent).
  • Final test results must be rounded per IS 2:1960 rules, retaining the same significant figures as specified.
  • Field Moisture Equivalent results are reported to two significant figures (Clause 8.2).

Important Specifications & Guidelines

AspectDetails
Rounding OffFollow IS 2:1960 rules for rounding numerical values.
Reporting Moisture EquivalentReport to 2 significant figures.
Standard Mark UsageGoverned by BIS Act, ensuring quality & conformity.
Revision & AmendmentsStandards are periodically reviewed and updated.

Notes on Standard Mark & BIS

  • The Standard Mark certifies compliance with BIS standards.
  • BIS conducts ongoing inspections and quality control.
  • Permission needed for reproduction of BIS publications, except for implementation details.

flowchart TD
    A[Soil Testing as per IS 2720 Part 18] --> B[Rounding Off Results]
    B --> C[Use IS 2:1960 Rules]
    A --> D[Report Field Moisture Equivalent]
    D --> E[To 2 Significant Figures]
    A --> F[Quality Assurance]
    F --> G[Standard Mark by BIS]
    G --> H[Continuous Inspection & Testing]

For detailed test procedures, refer to the full IS 2720 Part 18 document and related BIS publications.

2References

IS 2720 Part 18 - References Summary

  • Related Standard:

    • IS 1433:1965 — Specification for beam scales (used for weighing in tests).
  • Rounding Off Rules:

    • Follow IS 2:1960 for rounding numerical values.
    • Retain the same number of significant figures as specified.
    • Example: Field Moisture Equivalent reported to 2 significant figures (Clause 8.2).
  • BIS Standard Mark:

    • Ensures compliance with IS standards via inspection and quality control.
    • Use governed by Bureau of Indian Standards Act, 1986.
  • Revision & Amendments:

    • IS standards are periodically reviewed and amended.
    • Users must verify possession of the latest edition or amendments.
  • Contact for BIS:

    • Headquarters: Manak Bhavan, New Delhi.
    • Regional offices in major cities (Delhi, Calcutta, Chandigarh, Madras, Bombay).
    • Telegram: Manaksanstha (common to all offices).

Quick Reference Table for Reporting

ParameterReporting Precision
Field Moisture Equivalent2 significant figures

For detailed implementation, always refer to the latest edition of IS 2720 Part 18 and related standards.

3Definitions

IS 2720 Part 18 - Definitions: Key Points

  • The standard refers to IS 1433:1965 for beam scales specifications.
  • Numerical results in tests must be rounded off as per IS 2:1960, retaining the same significant figures as specified.
  • Field Moisture Equivalent values are reported to two significant figures (Clause 8.2).
  • Use of the Standard Mark indicates compliance with BIS quality control and inspection systems.
  • BIS periodically reviews and amends standards; users should ensure they have the latest version.

Rounding Off Rule (IS 2:1960)

  • Round off to the number of significant figures as per the standard.
  • Example: If a value is 12.345 and the standard specifies 3 significant figures, report as 12.3.

Reporting Example for Field Moisture Equivalent:

Value MeasuredReported Value (2 significant figures)
12.345%12%
0.0678%0.068%

For detailed definitions, refer to the initial clauses of IS 2720 Part 18 and related standards like IS 1433.

4Apparatus

IS 2720 Part 18 (1992) primarily covers methods for soil testing, but it does not explicitly detail apparatus specifications or formulas within the provided context.

Apparatus Key Points (General IS 2720 Guidance)

  • Apparatus must comply with relevant IS standards (e.g., IS 1433:1965 for beam scales).
  • Instruments should be calibrated and accurate as per IS 2:1960 rounding rules.
  • Typical apparatus includes:
    • Beam balance or scales (accurate to 0.01 g or better)
    • Containers (metal or glass, non-absorbent)
    • Sieves (standard IS sieve sizes)
    • Oven (maintained at 105 ± 5°C for drying)
    • Compaction molds and proving rings for load measurement.

Rounding Off Values (IS 2:1960)

  • Round off test results to the same number of significant figures as the specified value.

Example: Beam Scale Specification (IS 1433)

ParameterRequirement
Maximum capacityAs per test requirement
Accuracy±0.01 g or better
SensitivitySuitable for soil sample weight

If you need apparatus for a specific test from IS 2720 Part 18 (e.g., liquid limit, plastic limit), please specify for detailed formulas and apparatus.

5Preparation of Sample

IS 2720 (Part 18): Preparation of Soil Sample

Key Specifications:

  • Sieves used:
    • 4.75 mm IS Sieve
    • 2 mm IS Sieve
    • 425 micron (0.425 mm) IS Sieve (per IS 460 Part 1:1985)

Sample Preparation Steps:

  1. Initial Sample: Air-dried soil is sieved using a 2 mm IS sieve.

  2. Grinding: Soil retained on 2 mm sieve is ground to break aggregates.

  3. Sieving:

    • Ground soil is sieved again through 2 mm sieve.
    • Material passing 2 mm sieve is sieved through 425 micron sieve.
    • Soil retained on 425 micron sieve is discarded.
    • Soil passing 425 micron sieve is used for testing.
  4. Specimen for Test: Take ~30 g of soil passing 425 micron sieve.

  5. Moistening Procedure:

    • Add distilled water gradually to air-dried soil until it forms balls.
    • Smooth surface, place a water drop; if water disappears in <30 sec, add more water and repeat.
    • When water drop spreads but does not disappear in 30 sec, sample is ready.
  6. Moisture Determination:

    • Weigh container (M1), container + wet soil (M2), oven-dry soil + container (M3).
    • Oven dry at 105-110°C to constant weight.

Field Moisture Equivalent (FME) Formula:

[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]

Where:

  • (M_1) = Mass of container (g)
  • (M_2) = Mass of container + wet soil (g)
  • (M_3) = Mass of container + oven-dried soil (g)

Summary Table

StepDescriptionSieve Size
Initial sievingSeparate coarse fraction2 mm
GrindingBreak aggregates retained on 2 mm sieveN/A
Secondary sievingSeparate fine fraction
6Procedure

IS 2720 Part 18: Procedure Key Points

  • Rounding off: Follow IS 2:1960 rules; retain same significant figures as specified values.

  • Test Result Tabulation (Clause 8.1):

ParameterSymbolUnit
Mass of containerM₁g
Mass of container + wet soilM₂g
Mass of container + oven-dried soilM₃g
Mass of moisture present(M₂ - M₃)g
Field Moisture Equivalent (FME)-%
  • Calculation of Moisture Content (w):

[ w = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]

  • Field Moisture Equivalent (FME): Expressed as percentage moisture content calculated above.

  • Equipment: Use beam scales conforming to IS 1433:1965 for weighing.


flowchart TD
    A[Weigh container (M1)] --> B[Add wet soil and weigh (M2)]
    B --> C[Oven dry sample and weigh (M3)]
    C --> D[Calculate moisture: (M2 - M3)/(M3 - M1) * 100]
    D --> E[Field Moisture Equivalent (FME)]

This procedure ensures consistent moisture content determination in soils as per IS 2720 Part 18.

7Calculation

IS 2720 Part 18: Key Calculation Guidelines

Rounding Off (per IS 2:1960)

  • Final test values must be rounded to the same number of significant figures as specified.
  • Example: Field Moisture Equivalent (FME) reported to 2 significant figures.

Test Result Tabulation (Clause 8.1)

ParameterSymbolUnit
Mass of containerM1grams
Mass of container + wet soilM2grams
Mass of container + oven-dried soilM3grams
Mass of moisture present(M2 - M3)grams
Field Moisture Equivalent (FME)-%

Calculation of Moisture Present

[ \text{Mass of moisture} = M_2 - M_3 ]

Field Moisture Equivalent (FME)

[ \text{FME} = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]

  • Express FME to two significant figures.

Summary Diagram of Masses and Calculations

flowchart LR
    A[Container Mass (M1)] --> B[Container + Wet Soil (M2)]
    B --> C[Container + Oven-dried Soil (M3)]
    C --> D[Mass of Moisture = M2 - M3]
    D --> E[Field Moisture Equivalent = ((M2 - M3)/(M3 - M1)) * 100]

Note: Always ensure compliance with rounding rules and report results accordingly.

8Report

IS 2720 Part 18 – Reporting Guidelines (Clause 8.2)

  • Field Moisture Equivalent (FME) must be reported to two significant figures.
  • Numerical results should be rounded off as per IS 2:1960 (Rules for rounding off numerical values).
  • The number of significant figures in the reported value should match the specified precision in the standard.

Key Reporting Specifications:

ParameterReporting PrecisionReference Clause
Field Moisture Equivalent2 significant figures8.2
Numerical roundingAs per IS 2:1960General

Additional Notes:

  • Use the Standard Mark only under BIS licensing and quality control.
  • Ensure compliance with the latest edition/amendments of the standard.
  • For detailed rounding rules, refer to IS 2:1960.

flowchart LR
    A[Test/Analysis Result] --> B[Rounding as per IS 2:1960]
    B --> C[Report with 2 significant figures (FME)]
    C --> D[Submission/Documentation]

This ensures consistency and clarity in reporting soil moisture test results under IS 2720 Part 18.

9Precision and Accuracy

IS 2720 Part 18: Precision and Accuracy Key Points

  • Rounding Off (IS 2:1960):
    Final test results must be rounded off to the same number of significant figures as specified in the standard.

    • Example: If the standard specifies 2 significant figures, report results accordingly.
  • Balance Sensitivity (Clause 4.5):
    Use a balance with sensitivity of 0.01 g (per IS 1433:1965).

  • Reporting Precision (Clause 8.2):
    Field Moisture Equivalent values must be reported to two significant figures.


Summary Table: Precision Requirements

ParameterSpecification
Balance Sensitivity0.01 g (IS 1433:1965)
Rounding Off RuleAs per IS 2:1960
Reporting Significant FiguresTwo significant figures for moisture equivalent

Notes:

  • Precision ensures reproducibility; accuracy ensures closeness to true value.
  • Maintain calibration and verification of balances regularly.
  • Follow IS 2 for rounding to maintain uniformity in reporting.
flowchart TD
    A[Test Result] --> B[Rounding Off (IS 2:1960)]
    B --> C[Report with specified significant figures]
    A --> D[Measurement using balance (0.01 g sensitivity)]
    D --> C
    C --> E[Final Report]

This ensures consistent precision and accuracy in soil testing results per IS 2720 Part 18.

Popular Questions About IS 2720 Part 18

?What is the significance of Field Moisture Equivalent in soil testing?

Significance of Field Moisture Equivalent (FME) in Soil Testing (IS 2720 Part 18):

  • Definition: FME indicates the moisture content at which a water drop placed on a smooth soil surface does not get absorbed immediately but spreads, giving a shiny appearance.
  • Fine-grained soils: FME shows moisture content where air in soil pores becomes sealed by moisture films, stopping capillary suction.
  • Coarse-grained soils: FME indicates all voids are filled with water.
  • Organic content: If FME ≥ centrifuge equivalent, it suggests detrimental organic matter presence.
  • Practical use: Helps assess soil moisture retention and drainage behavior, crucial for foundation and earthwork design.

Calculation of FME:

[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]

  • (M_1): Mass of container (g)
  • (M_2): Mass of container + wet soil (g)
  • (M_3): Mass of container + oven-dried soil (g)

This test guides moisture-related soil behavior assessment in geotechnical engineering.

?How should soil samples be prepared and sieved before testing?

Soil Sample Preparation & Sieving per IS 2720 Part 18

  1. Air Drying (Clause 5.1):

    • Dry the soil sample at room temperature until thoroughly air-dried.
    • Break soil aggregates gently using a mortar with a rubber-covered pestle or softwood mortar and pestle.
  2. Sieving (Clause 5.2 & 4.75):

    • Weigh the air-dried sample (mass recorded as total test sample).
    • Sieve through 2-mm IS Sieve.
    • Grind the fraction retained on the 2-mm sieve to break aggregates.
    • Resieve the ground soil through 2-mm sieve.
    • Take the portion passing 2-mm sieve and sieve it through a 425-micron IS Sieve.
    • Discard the fraction retained on 425-micron sieve.
    • Use the fraction passing 425 microns for testing.
  3. Sample for Test (Clause 5.3):

    • Take about 30 g of the thoroughly mixed soil passing 425-micron sieve for testing.

Summary Table:

StepSieve SizeAction
Initial sieving2 mm IS SieveSeparate coarse fraction
Grinding-Break aggregates of retained fraction
Resieving2 mm IS SieveSeparate ground soil
Fine sieving425 micron IS SieveDiscard retained, keep passing

This ensures a uniform, fine soil fraction suitable for consistent testing.

?What equipment is required to perform the FME test according to IS 2720 Part 18?

Equipment Required for FME Test as per IS 2720 Part 18:

  • IS Sieve 425 micron: For passing soil sample.
  • Evaporating dish: To place and mix soil specimen with water.
  • Spatula: For smoothing the soil surface.
  • Distilled water: Added in small amounts to the soil.
  • Container (pre-weighed, M1): To hold the wetted soil sample.
  • Oven: Capable of maintaining 105 to 110°C for drying soil to constant mass.
  • Balance/Weighing scale: To measure masses M1, M2 (container + wet soil), and M3 (container + oven-dried soil).

Test Procedure Summary:

  1. Take ~30 g soil passing 425 micron sieve.
  2. Mix with distilled water until soil forms balls.
  3. Smooth soil surface, place a water drop, observe spreading time.
  4. Adjust moisture until water drop spreads with shiny surface without disappearing in 30 sec.
  5. Weigh container + wet soil (M2).
  6. Oven dry at 105-110°C, weigh container + dry soil (M3).
  7. Calculate Field Moisture Equivalent (FME):

[ \text{FME} = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]


This setup ensures accurate moisture content determination indicating soil moisture retention characteristics.

?How is the Field Moisture Equivalent calculated and reported?

Field Moisture Equivalent (FME) Calculation - IS 2720 Part 18

  1. Procedure Summary:

    • Take ~30 g air-dried soil passing 425 micron sieve.
    • Add distilled water gradually, mix until soil forms balls.
    • Smooth surface, place a water drop.
    • If drop disappears in 30 sec, add water and repeat.
    • When drop spreads and leaves shiny surface (does not disappear), sample is ready.
  2. Mass Measurements:

    • ( M_1 ) = Mass of container (g)
    • ( M_2 ) = Mass of container + wet soil (g)
    • ( M_3 ) = Mass of container + oven-dried soil (105-110°C) (g)
  3. FME Formula:

[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]

  • Numerator = mass of moisture present.
  • Denominator = mass of dry soil.
  1. Interpretation:
    • Indicates moisture % where water drop spreads but not absorbed.
    • Helps identify moisture sealing in fine soils and void filling in coarse soils.
    • FME ≥ centrifuge equivalent suggests detrimental organic content.

Summary Table:

ParameterSymbolUnit
Mass of container(M_1)g
Mass container + wet soil(M_2)g
Mass container + dry soil(M_3)g
Field Moisture EquivalentFME% moisture

This method ensures uniform, comparable soil moisture characterization in the field.

?What does a high Field Moisture Equivalent indicate about soil properties?

High Field Moisture Equivalent (FME) indicates:

  • In fine-grained soils, moisture content at which air is sealed in by moisture films, stopping capillary suction.
  • In coarse-grained soils, all voids are filled with water.
  • If FME ≥ Centrifuge Equivalent, it signals presence of detrimental organic material.

Key Points from IS 2720 Part 18:

  • FME is the moisture % where a water drop spreads on soil surface without immediate absorption.
  • It reflects soil's water retention and pore saturation state.
  • High FME means soil holds more moisture before water spreads, indicating high moisture retention or organic content.

FME Calculation:

[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]

  • (M_1) = Mass of container (g)
  • (M_2) = Mass of container + wet soil (g)
  • (M_3) = Mass of container + oven-dried soil (g)

This test helps assess soil moisture behavior critical for foundation and earthwork design.

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