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.
Overview
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.
Audience
Contents
Structure
Scope Summary:
| Aspect | Details |
|---|---|
| Rounding Off | Follow IS 2:1960 rules for rounding numerical values. |
| Reporting Moisture Equivalent | Report to 2 significant figures. |
| Standard Mark Usage | Governed by BIS Act, ensuring quality & conformity. |
| Revision & Amendments | Standards are periodically reviewed and updated. |
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.
IS 2720 Part 18 - References Summary
Related Standard:
Rounding Off Rules:
BIS Standard Mark:
Revision & Amendments:
Contact for BIS:
| Parameter | Reporting Precision |
|---|---|
| Field Moisture Equivalent | 2 significant figures |
For detailed implementation, always refer to the latest edition of IS 2720 Part 18 and related standards.
IS 2720 Part 18 - Definitions: Key Points
| Value Measured | Reported 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.
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.
| Parameter | Requirement |
|---|---|
| Maximum capacity | As per test requirement |
| Accuracy | ±0.01 g or better |
| Sensitivity | Suitable 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.
IS 2720 (Part 18): Preparation of Soil Sample
Initial Sample: Air-dried soil is sieved using a 2 mm IS sieve.
Grinding: Soil retained on 2 mm sieve is ground to break aggregates.
Sieving:
Specimen for Test: Take ~30 g of soil passing 425 micron sieve.
Moistening Procedure:
Moisture Determination:
[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]
Where:
| Step | Description | Sieve Size |
|---|---|---|
| Initial sieving | Separate coarse fraction | 2 mm |
| Grinding | Break aggregates retained on 2 mm sieve | N/A |
| Secondary sieving | Separate fine fraction |
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):
| Parameter | Symbol | Unit |
|---|---|---|
| Mass of container | M₁ | g |
| Mass of container + wet soil | M₂ | g |
| Mass of container + oven-dried soil | M₃ | g |
| Mass of moisture present | (M₂ - M₃) | g |
| Field Moisture Equivalent (FME) | - | % |
[ 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.
IS 2720 Part 18: Key Calculation Guidelines
| Parameter | Symbol | Unit |
|---|---|---|
| Mass of container | M1 | grams |
| Mass of container + wet soil | M2 | grams |
| Mass of container + oven-dried soil | M3 | grams |
| Mass of moisture present | (M2 - M3) | grams |
| Field Moisture Equivalent (FME) | - | % |
[ \text{Mass of moisture} = M_2 - M_3 ]
[ \text{FME} = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]
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.
| Parameter | Reporting Precision | Reference Clause |
|---|---|---|
| Field Moisture Equivalent | 2 significant figures | 8.2 |
| Numerical rounding | As per IS 2:1960 | General |
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.
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.
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.
| Parameter | Specification |
|---|---|
| Balance Sensitivity | 0.01 g (IS 1433:1965) |
| Rounding Off Rule | As per IS 2:1960 |
| Reporting Significant Figures | Two significant figures for moisture equivalent |
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.
Frequently Asked
Significance of Field Moisture Equivalent (FME) in Soil Testing (IS 2720 Part 18):
[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]
This test guides moisture-related soil behavior assessment in geotechnical engineering.
Soil Sample Preparation & Sieving per IS 2720 Part 18
Air Drying (Clause 5.1):
Sieving (Clause 5.2 & 4.75):
Sample for Test (Clause 5.3):
| Step | Sieve Size | Action |
|---|---|---|
| Initial sieving | 2 mm IS Sieve | Separate coarse fraction |
| Grinding | - | Break aggregates of retained fraction |
| Resieving | 2 mm IS Sieve | Separate ground soil |
| Fine sieving | 425 micron IS Sieve | Discard retained, keep passing |
This ensures a uniform, fine soil fraction suitable for consistent testing.
Equipment Required for FME Test as per IS 2720 Part 18:
[ \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.
Field Moisture Equivalent (FME) Calculation - IS 2720 Part 18
Procedure Summary:
Mass Measurements:
FME Formula:
[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]
Summary Table:
| Parameter | Symbol | Unit |
|---|---|---|
| Mass of container | (M_1) | g |
| Mass container + wet soil | (M_2) | g |
| Mass container + dry soil | (M_3) | g |
| Field Moisture Equivalent | FME | % moisture |
This method ensures uniform, comparable soil moisture characterization in the field.
High Field Moisture Equivalent (FME) indicates:
[ \text{FME} = \frac{(M_2 - M_3)}{(M_3 - M_1)} \times 100 ]
This test helps assess soil moisture behavior critical for foundation and earthwork design.
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