IS 4332 Part 8 (1969) specifies the standardized laboratory method for determining the lime content in lime-stabilized soils. It is essential for engineers and soil specialists to accurately quantify the lime proportion by weight in soil-lime mixtures, ensuring effective soil stabilization assessment. The standard details sample preparation, chemical extraction procedures, titration techniques, and calculation methods tailored for different soil gradings, excluding soils with high calcium/magnesium salts or cement content.
Overview
IS 4332 Part 8 (1969) specifies the standardized laboratory method for determining the lime content in lime-stabilized soils. It is essential for engineers and soil specialists to accurately quantify the lime proportion by weight in soil-lime mixtures, ensuring effective soil stabilization assessment. The standard details sample preparation, chemical extraction procedures, titration techniques, and calculation methods tailored for different soil gradings, excluding soils with high calcium/magnesium salts or cement content.
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Contents
Structure
IS 4332 Part 8 - Scope: Key Specifications & Tables
| Soil Type | Passing Sieve Size (90%) |
|---|---|
| Fine-grained soil | 2 mm IS Sieve |
| Medium-grained soil | 20 mm IS Sieve |
| Coarse-grained soil | 40 mm IS Sieve |
| Soil Type | Width of Opening (riffle box) |
|---|---|
| Fine-grained soil | 6 mm |
| Medium-grained soil | 6 mm and 2.5 cm |
| Coarse-grained soil | 6 mm and 5 cm |
[ \text{Lime content (%)} = 100 \times \frac{Y \times X}{W} \quad \text{where } X, Y \text{ depend on soil type} ]
For detailed procedure and proforma, see Appendix A of IS 4332 Part 8.
flowchart TD
A[Soil Sample] --> B{Determine Grain Size}
B -->|Fine| C[Use 6 mm riffle box opening]
B -->|Medium| D[Use 6 mm & 2.5 cm openings]
B -->|Coarse| E[Use 6 mm & 5 cm openings]
A --> F[Oven Dry Sample Weight W]
F --> G[EDTA Titration Volume V]
G --> H[Calculate Lime Content]
Note: Always refer to the latest edition of IS 4332 Part 8 for updates.
IS 4332 Part 8 - Key Definitions & Specifications
| Soil Type | Sieve Size (IS Sieve) | Passing Percentage |
|---|---|---|
| Fine grained soil/mixture | 2 mm | 90% |
| Medium grained soil/mixture | 20 mm | 90% |
| Coarse grained soil/mixture | 40 mm | 90% |
| Soil Type | Width of Opening |
|---|---|
| Fine-grained soils | 6 mm |
| Medium-grained soils | 6 mm and 2.5 cm |
| Coarse-grained soils | 6 mm and 5 cm |
Weight of oven dry sample: ( W ) (g)
Volume of EDTA titrated: ( V ) (ml)
Lime content (% weight of soil lime):
[ TC = 100 \times \frac{Y}{X} ]
where ( X ) and ( Y ) are calculated from titration volumes and sample weights as per the standard.
Lime content (% weight of dry soil):
[ C = \frac{(C_1 - C_2)}{C_3} \times 100 ]
(Refer to Appendix A for detailed variables)
flowchart TD
A[Soil Sample] --> B{Grain Size}
B -->|Fine (<2mm)| C[Use 6mm riffle box]
B -->|Medium (2mm-20mm)| D[Use 6mm & 2.5cm riffle box]
B -->|Coarse (20mm-40mm)| E[Use 6mm & 5cm riffle box]
Note: Use IS 4332 Part 8 for detailed test procedures and proforma for lime content recording.
IS 4332 Part 8 — Apparatus Key Points
Use multiple slot riffle boxes with slot widths depending on soil type:
| Soil Type | Slot Width(s) |
|---|---|
| Fine-grained soils | 6 mm |
| Medium-grained soils | 6 mm and 2.5 cm |
| Coarse-grained soils | 6 mm and 5 cm |
Key formula for Lime Content:
[ \text{Lime content (%)} = 100 \times \frac{Y \times X}{W} ]
Where:
| Apparatus Type | Specification/Use |
|---|---|
| Sample Dividers | Multiple slot riffle box (slot widths as above) |
| Heating Apparatus | Electric hotplate or Bunsen burner |
| Reagents | Analytical quality |
| Weighing Bottles | For sample weight measurement |
flowchart LR
A[Soil Sample] --> B[Sample Divider]
B --> C[Weighing Bottle]
C --> D[Heating Apparatus]
D --> E[Titration with EDTA]
E --> F[Calculate Lime Content]
This summarizes the apparatus and key formulas for lime content determination per IS 4332 Part 8.
IS 4332 Part 8 - Reagents & Key Formulas
| Parameter | Formula | Notes |
|---|---|---|
| Volume of EDTA for fine-grained soil (X or Y) | ( X, Y = \frac{w \times 25}{V} ) ml | (V) = volume EDTA in titration (ml), (w) = sample weight (g) |
| Volume of EDTA for medium/coarse soil (X or Y) | ( X, Y = \frac{100 \times V}{w} ) ml | |
| Lime content in uncarbonated soil-lime (C1, %) | ( C_1 = 100 \times \frac{(Y - X)}{Z - X} ) | (Z) = EDTA volume for lime sample |
| Lime content relative to dry soil (C2, %) | ( C_2 = 100 - \frac{C \times 100}{C_1} ) |
flowchart LR
A[Soil Sample] --> B[Prepare Extract]
B --> C[Neutralize with Ammonia]
C --> D[Titrate with EDTA]
D --> E[Measure Volume V]
E --> F[Calculate Lime Content]
This summarizes reagent prep and calculation essentials per IS 4332 Part 8.
IS 4332 Part 8: Preparation of Soil-Lime and Natural Soil Samples
| Soil Type | Weight of Soil Sample to be taken (g) |
|---|---|
| Fine-grained soils | 250 - 300 |
| Medium-grained soils | 2500 - 3000 |
| Coarse-grained soils | 6000 - 6500 |
For EDTA titration to determine lime content:
Fine-grained soils or soil-lime samples:
[ X \text{ or } Y = \frac{w \times 25}{V} ]
Medium or coarse-grained soils or soil-lime samples:
[ X \text{ or } Y = \frac{100 \times V}{w} \quad \text{(ml)} ]
Where:
Lime content of uncarbonated soil-lime sample as % of soil-lime weight:
[ C_1 = 100 \times \frac{(Y - X)}{Z - X} ]
Lime content as % of dry soil weight:
[ C_2 = \frac{100 \times C_1}{100 + C_1} ]
Where:
This ensures representative sampling and accurate lime content determination for soil stabilization.
Analytical Procedure & Key Formulas from IS 4332 (Part 8) - 1969
| Parameter | Formula | Notes |
|---|---|---|
| EDTA volume per 1 g soil or soil-lime (fine-grained) | ( X \text{ or } Y = \frac{w \times 25}{V} ) ml | (V) = EDTA volume (ml), (w) = sample weight (g) |
| EDTA volume per 1 g soil or soil-lime (medium/coarse) | ( X \text{ or } Y = \frac{100 V}{w} ) ml | Same variables |
| Lime content in uncarbonated soil-lime (% by weight of soil-lime) | ( C_1 = \frac{100(Y - X)}{Z - X} ) | (Z) = EDTA volume for 1 g lime |
| Lime content in uncarbonated soil-lime (% by dry soil weight) | ( C_2 = \frac{100 C_1}{100 + C_1} ) |
Key Formulas & Specifications from IS 4332 Part 8 (1969) for Lime Content Calculation:
[ X \text{ or } Y = \frac{25V}{W} ]
[ X \text{ or } Y = \frac{100V}{W} ]
[ Z = \frac{50V}{W} ]
Where:
[ C_1 = 100 \times \frac{(Y - X)}{(Z - X)} ]
[ C_2 = \frac{100 \times C_1}{100 + C_1} ]
| Soil Type | Width of Opening |
|---|---|
| Fine-grained soils | 6 mm |
| Medium-grained soils | 6 mm and 2.5 cm |
| Coarse-grained soils | 6 mm and 5 cm |
flowchart TD
A[Prepare oven-dry sample (W)] --> B[Titrate with EDTA (V)]
B --> C{Soil Type?}
C -->|Fine-Grained| D[Calculate X or Y =
IS 4332 Part 8: Reporting of Results — Key Formulas & Specifications
| Parameter | Formula | Notes |
|---|---|---|
| Volume of EDTA solution per g soil or soil-lime (X or Y) | For fine-grained soils: <br> ( X, Y = \frac{w \times 25}{V} ) ml <br> For medium/coarse soils: <br> ( X, Y = \frac{100 \times V}{w} ) ml | V = volume of EDTA titrated (ml), W = oven-dry sample weight (g) |
| Lime content of uncarbonated soil-lime (C1) % by weight of soil-lime | ( C_1 = 100 \times \frac{(Y - X)}{Z - X} ) | Z = volume for lime sample (ml) |
| Lime content of uncarbonated soil-lime (C2) % by dry soil weight | ( C_2 = \frac{100 \times C_1}{100 - C_1} ) |
| Soil Type | Width of Opening |
|---|---|
| Fine-grained soils | 6 mm |
| Medium-grained soils | 6 mm and 2.5 cm |
| Coarse-grained soils | 6 mm and 5 cm |
flowchart TD
A[Weigh Oven-Dry Sample (W)] --> B[EDTA Titration Volume (V)]
B --> C[Calculate X or Y using formulas]
C --> D[Calculate Lime Content C1 and C2]
D --> E[Report Results to nearest 0.2%]
Summary: Use the formulas above for lime content calculation, record all observations as per
IS 4332 Part 8: Recommended Proforma for Recording Lime Content Results
For fine-grained soils: [ X \text{ or } Y = \frac{w \times 25}{V} \quad \text{(ml)} ]
For medium/coarse-grained soils: [ X \text{ or } Y = \frac{100 \times V}{w} \quad \text{(ml)} ]
For lime samples: [ Z = \frac{V}{W} \quad \text{(ml)} ]
Lime content of uncarbonated soil-lime sample (C1) (% weight of soil lime): [ C_1 = 100 \times \frac{(Y - X)}{Z - X} ]
Lime content as % of dry soil weight (C2): [ C_2 = \frac{100 \times C_1}{100 + C_1} ]
| Parameter | Description | Unit |
|---|---|---|
| Name of job / Sample reference | Identification | - |
| Operator / Date | Test details | - |
| Location | Sampling site | - |
| Sample No. | Unique sample ID | - |
| Description of sample | Soil type/details | - |
| Weighing bottle no. | For sample | - |
| Weight of bottle + oven-dry sample (W) | Mass in grams | g |
| Weight of bottle alone | Mass in grams | g |
| Initial & Final burette readings | EDTA titration readings | ml |
| Volume of EDTA titrated (V) | Difference of burette readings | ml |
| Calculated values: X, Y, Z | As per formulas above | ml |
| Lime content (C1, C2) | Final lime % | % |
flowchart TD
A[Weigh Oven-Dry Sample (W)] --> B[Perform EDTA Titration]
B --> C[
Frequently Asked
Recommended Procedure for Preparing Soil-Lime Samples (IS 4332 Part 8):
Sample Size (Clause 5.2):
Preparation of Acid Extracts (Clause 6.1.1.1):
Fine-grained soils:
Medium-grained soils:
Coarse-grained soils:
For Lime Samples:
High Sesquioxide Soils (Clause 6.1.2):
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Chemical Reagents for Lime Extraction in IS 4332 Part 8:
Hydrochloric Acid (HCl), 50% solution
Ammonium Chloride (NH4Cl), 20% solution
| Soil Sesquioxide Content | Reagent Used | Concentration | Boiling Time | Notes |
|---|---|---|---|---|
| Low | Hydrochloric Acid | 50% HCl | 2-3 minutes | Effective, may dissolve sesquioxides |
| High | Ammonium Chloride | 20% NH4Cl | 15+ minutes | Avoids sesquioxide dissolution |
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This ensures accurate lime extraction depending on soil chemistry as per IS 4332 Part 8.
IS 4332 Part 8 addresses soils with high sesquioxide content (rich in iron/aluminium oxides) as follows:
| Aspect | Low Sesquioxide Soils | High Sesquioxide Soils |
|---|---|---|
| Extractant | 50% Hydrochloric acid | 20% Ammonium chloride solution |
| Extraction time | 2-3 minutes | 15 minutes or more |
| Effect on sesquioxides | Removes sesquioxides (interference) | Does not remove sesquioxides (preferred) |
| Application | Soils with low sesquioxide content | Soils with high sesquioxide, low lime |
This method ensures accurate lime content measurement without sesquioxide interference.
Calculation of Lime Content from Titration (IS 4332 Part 8, Clause 7.1.1):
For fine-grained soil or soil-lime:
[
X \text{ or } Y = \frac{w \times 25}{V} \quad \text{(ml)}
]
where
(V) = volume of EDTA used (ml),
(w) = weight of oven-dry sample (g).
For medium or coarse-grained soil or soil-lime: [ X \text{ or } Y = \frac{100V}{w} \quad \text{(ml)} ]
For lime samples, (w) is the weight of oven-dry lime sample.
Calculate lime content in uncarbonated soil-lime (percentage by weight of soil-lime):
[
C_1 = 100 \times \frac{Y - X}{Z - X}
]
where
(X) = EDTA volume for soil,
(Y) = EDTA volume for soil-lime,
(Z) = EDTA volume for lime.
Calculate lime content as percentage of dry soil weight: [ C_2 = \frac{100 \times C_1}{100 - C_1} ]
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Applicability Limitations of Lime Content Determination (IS 4332 Part 8):
The method is NOT applicable to soils containing:
For soils with high sesquioxide content (which causes co-precipitation of calcium), a modified extraction procedure using 20% ammonium chloride instead of 50% hydrochloric acid is prescribed (Clause 6.1.2).
The method requires availability of samples of:
Carbonation effects (weight gain due to lime carbonation) are generally small and often ignored, but if considered, calcium, carbonate, and magnesium contents must be known (Clause 7.1).
| Soil Type | Method Applicability | Notes |
|---|---|---|
| Normal soils | Applicable | Standard procedure |
| Soils with large Ca/Mg salts | Not applicable | Lime content cannot be chemically determined |
| Soils containing cement | Not applicable | Interference in chemical analysis |
| High sesquioxide soils | Applicable with modification | Use ammonium chloride extraction |
This ensures accurate lime content determination only when interfering salts or cement are absent or accounted for.
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