IS 2720 Part 19:1992 specifies the standardized laboratory procedure for determining the centrifuge moisture equivalent (CME) of soils. This test measures the moisture retained by a saturated soil sample after centrifugation at 1000 times gravity, expressed as a percentage of oven-dried soil mass. The standard is essential for geotechnical engineers and soil scientists to evaluate soil permeability and moisture characteristics accurately.
Overview
IS 2720 Part 19:1992 specifies the standardized laboratory procedure for determining the centrifuge moisture equivalent (CME) of soils. This test measures the moisture retained by a saturated soil sample after centrifugation at 1000 times gravity, expressed as a percentage of oven-dried soil mass. The standard is essential for geotechnical engineers and soil scientists to evaluate soil permeability and moisture characteristics accurately.
Audience
Contents
Structure
IS 2720 Part 19: Scope Summary
IS 2:1960 Rounding Rules Summary:
| Rule | Example |
|---|---|
| If digit after last retained is <5 | 3.14159 → 3.14 |
| If digit after last retained is >5 | 3.146 → 3.15 |
| If digit after last retained is 5 and followed by non-zero digit | 3.1451 → 3.15 |
| If digit after last retained is 5 and followed by zero or no digit | 3.1450 → 3.14 (round to even) |
flowchart LR
A[Scope: IS 2720 Part 19] --> B[Beam scales for soil testing]
B --> C[Standardized test procedures]
C --> D[Result rounding per IS 2:1960]
D --> E[Compliance verification]
For detailed formulas and tables, refer to specific test method clauses within IS 2720 Part 19.
IS 2720 Part 19 - References Summary
Key Adjunct Standard:
Rounding Off Values:
Test Report Format (Clause 9.1.1):
| Parameter | Unit | Sample 1 | Sample 2 |
|---|---|---|---|
| Mass of crucible + dry filter paper (M1) | g | ||
| Mass after centrifuging (M2) | g | ||
| Mass after oven drying (M3) | g | ||
| Centrifuge moisture equivalent | % | ||
| Average & Remarks |
This summary aids in understanding references and reporting requirements per IS 2720 Part 19. For detailed test procedures and calculations, refer to the full standard and IS 1433 for weighing equipment.
IS 2720 Part 19 - Definitions (Clause 3.0)
[ \rho_d = \frac{\text{Mass of solids}}{\text{Volume of soil sample}} = \frac{M_s}{V} ]
Where:
If you need specific definitions or formulas for particular tests in IS 2720 Part 19, please specify!
IS 2720 Part 19 (1992) - Apparatus Key Points
| Parameter | Symbol | Unit |
|---|---|---|
| Mass of crucible + dry filter paper | M1 | g |
| Mass after centrifuging | M2 | g |
| Mass after oven drying | M3 | g |
| Centrifuge moisture equivalent | — | % (calculated) |
[ \text{Moisture Equivalent} = \frac{(M2 - M3)}{(M3 - M1)} \times 100 ]
Where:
flowchart LR
A[Soil Sample + Filter Paper in Crucible (M1)] --> B[Centrifuge] --> C[Mass after centrifuging (M2)]
C --> D[Oven Drying] --> E[Mass after oven drying (M3)]
E --> F[Calculate Moisture Equivalent]
This setup ensures accurate determination of moisture content using centrifuge method as per IS 2720 Part 19.
IS 2720 Part 19 focuses on the Determination of Centrifuge Moisture Equivalent (CME), a measure of soil moisture content under centrifugal force.
The Centrifuge Moisture Equivalent (CME) is calculated as:
[ \text{CME} = \frac{W_w}{W_d} \times 100 ]
Where:
flowchart LR
A[Collect Soil Sample] --> B[Weigh Moist Soil]
B --> C[Centrifuge Sample]
C --> D[Collect Extracted Water]
D --> E[Weigh Extracted Water]
B --> F[Oven Dry Soil]
F --> G[Weigh Dry Soil]
E & G --> H[Calculate CME]
For detailed procedural steps and apparatus, refer to the full IS 2720 Part 19 document.
IS 2720 Part 19 - Procedure Key Points
Rounding Off (IS 2:1960): Final test values must be rounded off to the same number of significant figures as specified in the standard.
Test Reporting Format (Clause 9.1.1):
| Parameter | Determination 1 | Determination 2 |
|---|---|---|
| Mass of crucible + dry filter paper (M1), g | ||
| Mass of crucible + contents after centrifuging (M2), g | ||
| Mass of crucible + contents after oven drying (M3), g | ||
| Centrifuge moisture equivalent | ||
| Average | ||
| Remarks |
[ \text{Moisture Equivalent} = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]
Where:
(M_1) = Mass of crucible + dry filter paper
(M_2) = Mass after centrifuging
(M_3) = Mass after oven drying
Specifications: Use beam scales as per IS 1433:1965 for mass measurements.
flowchart TD
A[Start] --> B[Weigh crucible + dry filter paper (M1)]
B --> C[Add sample and centrifuge]
C --> D[Weigh crucible + contents after centrifuging (M2)]
D --> E[Oven dry sample]
E --> F[Weigh crucible + contents after drying (M3)]
F --> G[Calculate moisture equivalent]
G --> H[Report results with rounding as per IS 2:1960]
This procedure ensures consistent and accurate moisture content determination in soils.
IS 2720 Part 19: Key Calculation Guidelines
Rounding off: Final test or analysis results must be rounded as per IS 2:1960. The number of significant digits retained should match the specified value in the standard.
Reporting format (Clause 9.1.1): For moisture content by centrifuge method, record:
[ \text{CME} = \frac{M_2 - M_3}{M_3 - M_1} \times 100 ]
| Parameter | Symbol | Unit |
|---|---|---|
| Mass crucible + dry filter paper | M1 | g |
| Mass crucible + centrifuged sample | M2 | g |
| Mass crucible + oven-dried sample | M3 | g |
| Centrifuge Moisture Equivalent | CME | % |
flowchart TD
A[Start] --> B[Weigh crucible + dry filter paper (M1)]
B --> C[Add sample and centrifuge, weigh (M2)]
C --> D[Oven dry sample and weigh (M3)]
D --> E[Calculate CME = ((M2 - M3)/(M3 - M1)) * 100]
E --> F[Report results with proper rounding]
This ensures compliance with IS 2720 Part 19 for moisture content by centrifuge method.
Reproducibility of Results (IS 2720 Part 19)
[ \text{CME} = \frac{(M_2 - M_1 - 0.02) - (M_3 - M_1)}{M_3 - M_1} \times 100 ]
Where:
| Determination No. | Mass of crucible + dry filter paper (M1), g | Mass after centrifuging (M2), g | Mass after oven drying (M3), g | CME (%) | Remarks |
|---|---|---|---|---|---|
| 1 | |||||
| 2 | |||||
| Average |
This ensures precision and reliability in moisture content determination by centrifuge method per IS 2720 Part 19.
IS 2720 Part 19: Reporting of Results - Key Points
Rounding Off (IS 2:1960):
Final test values must be rounded off to the same number of significant figures as the specified values in the standard.
Reporting Format (Clause 9.1.1):
Test results for Centrifuge Moisture Equivalent (CME) should be tabulated as below:
| Determination No. | Mass of crucible + dry filter paper (M1), g | Mass after centrifuging (M2), g | Mass after oven drying (M3), g | Centrifuge Moisture Equivalent (%) |
|---|---|---|---|---|
| 1 | ||||
| 2 | ||||
| Average |
Calculation of Centrifuge Moisture Equivalent (CME):
[
\text{CME} = \frac{(M2 - M3)}{(M3 - M1)} \times 100
]
Final Reporting (Clause 9.1):
Report the average of two determinations as the final CME value.
flowchart TD
A[Start Test] --> B[Measure M1]
B --> C[Measure M2 after centrifuging]
C --> D[Measure M3 after oven drying]
D --> E[Calculate CME = ((M2 - M3) / (M3 - M1)) * 100]
E --> F[Repeat for 2 determinations]
F --> G[Calculate average CME]
G --> H[Report results with rounding as per IS 2:1960]
This ensures clarity and consistency in reporting moisture content by centrifuge method as per IS 2720 Part 19.
IS 2720 Part 19: Precision and Accuracy - Key Points
The code emphasizes proper rounding and reporting for test results to ensure precision and accuracy:
| Parameter | Description | Unit |
|---|---|---|
| M1 | Mass of crucible with dry filter paper | g |
| M2 | Mass of crucible and contents after centrifuging | g |
| M3 | Mass of crucible and contents after oven drying | g |
| Centrifuge moisture equivalent | Calculated moisture content | % |
[ \text{Moisture Content} = \frac{M2 - M3}{M3 - M1} \times 100 ]
Where:
flowchart TD
A[Sample Preparation] --> B[Weigh Crucible + Filter Paper (M1)]
B --> C[Centrifuge Sample]
C --> D[Weigh Crucible + Contents (M2)]
D --> E[Oven Dry Sample]
E --> F[Weigh Crucible + Contents (M3)]
F --> G[Calculate Moisture Content]
Summary:
Frequently Asked
Centrifuge Moisture Equivalent (CME) as per IS 2720 Part 19 is:
[ \text{CME} = \frac{(M_2 - M_1 - 0.02) - (M_3 - M_1)}{M_3 - M_1} \times 100 ]
Where:
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CME is a key parameter for understanding soil water retention and permeability characteristics.
Soil Sample Size and Type for IS 2720 Part 19 (Centrifuge Moisture Equivalent Test):
| Parameter | Specification |
|---|---|
| Soil sample mass | 5 g |
| Sieve size for soil | 425 micron IS sieve |
| Crucible size | Height ~40 mm; Diameter 25 mm (top), 20 mm (bottom) |
| Filter paper | Whatman No. 42 or equivalent |
| Centrifugal force | 1000 × gravity |
| Centrifuge duration | 1 hour |
| Test temperature | 27 ± 2 °C |
This ensures uniformity and reproducibility in determining the centrifuge moisture equivalent (CME) of soil.
As per IS 2720 Part 19 (1992), the apparatus necessary for the Centrifuge Moisture Equivalent (CME) test includes:
These ensure accurate measurement of moisture retained after centrifuging saturated soil.
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This setup is essential for determining CME accurately.
IS 2720 Part 19 specifies the centrifugation force and duration as follows:
[ \text{CME} = \frac{(M_2 - M_1 - 0.02) - (M_3 - M_1)}{(M_3 - M_1)} \times 100 ]
Where:
| Symbol | Description |
|---|---|
| M1 | Mass of crucible + dry filter paper (g) |
| M2 | Mass after centrifuging (g) |
| M3 | Mass after oven drying (g) |
| 0.02 | Moisture allowance for filter paper (g) |
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This ensures moisture retained under 1000g centrifugal force is accurately measured per IS 2720 Part 19.
Reporting Results (IS 2720 Part 19):
Report the average of two duplicate tests as the Centrifuge Moisture Equivalent (CME) (Clause 9.1).
Use the format given in Clause 9.1.1, including:
Round off final values according to IS 2:1960 rules, keeping the same significant figures as specified in the standard.
Acceptable Variation Between Duplicate Tests (Clause 8):
| CME Value Range | Maximum Allowed Variation Between Duplicates |
|---|---|
| Up to 15% | 1% |
| Above 15% | 2% |
CME Calculation Formula:
[ \text{CME} = \frac{(M_2 - M_1 - 0.02) - (M_3 - M_1)}{M_3 - M_1} \times 100 ]
Where:
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This ensures reliable, standardized reporting and quality control of soil moisture content by centrifuge method.
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