IS 4031 Part 10 (1988) specifies the standardized procedure for determining the drying shrinkage of hydraulic cement mortar specimens. It details the preparation, curing, and measurement methods to assess dimensional changes due to drying under controlled temperature and humidity. This standard is essential for cement manufacturers, quality control engineers, and researchers to evaluate cement performance related to shrinkage and durability.
Overview
IS 4031 Part 10 (1988) specifies the standardized procedure for determining the drying shrinkage of hydraulic cement mortar specimens. It details the preparation, curing, and measurement methods to assess dimensional changes due to drying under controlled temperature and humidity. This standard is essential for cement manufacturers, quality control engineers, and researchers to evaluate cement performance related to shrinkage and durability.
Audience
Contents
Structure
1. Drying Shrinkage Calculation (Clause 9.1):
After measuring specimen lengths at 7 and 35 days, calculate drying shrinkage as:
[ \text{Drying Shrinkage (%)} = \frac{\Delta L}{L_0} \times 100 ]
2. Permissible Variations on Weights (Clause 4.2, Table 1):
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
3. Rounding Off (Clause 0.4):
Final test values must be rounded off as per IS 2-1960, retaining the same significant figures as specified.
4. Accessories:
Flow table and accessories must conform to IS 5512-1969 (Clause 4.5).
flowchart TD
A[Measure Specimen Lengths at 7 and 35 days]
B[Calculate Average Length Difference (ΔL)]
C[Calculate Drying Shrinkage % = (ΔL / L0) × 100]
A --> B --> C
This summarizes the introductory essentials for testing cement drying shrinkage per IS 4031 Part 10.
Scope:
This part of IS 4031 specifies the methods for measurement of length change (drying shrinkage) of hardened cement paste, mortar, and concrete.
Test Temperature:
Specimen Handling:
Flow Table & Accessories:
Calculate drying shrinkage (%) as:
[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]
Where:
Report to nearest 0.01%.
| Parameter | Value/Standard |
|---|---|
| Temperature for testing | 27 ± 2°C |
| Relative Humidity | 50 ± 5% |
| Length Comparator | As per IS 4031 Part 10 |
| Flow Table | IS 5512 |
| Length Change Precision | Nearest 0.01% of gauge length |
flowchart TB
A[Prepare Specimens] --> B[Store at 27±2°C, 50±5% RH]
B --> C[Measure Initial Length (L0)]
C --> D[Store Specimens]
D --> E[Measure Length at 7 & 35 Days (L)]
E --> F[Calculate Drying Shrinkage %]
Note: Follow IS 2-1960 for rounding off values to match specified significant figures.
IS 4031 Part 10: Sampling & Selection of Test Specimens for Drying Shrinkage
[ \text{Drying Shrinkage (%)} = \frac{\text{Average length difference at 7 and 35 days}}{\text{Effective gauge length}} \times 100 ]
| Parameter | Description |
|---|---|
| Specimens per batch | 3 |
| Measurement ages | 7 days, 35 days |
| Flow of mortar | 100-115% (25 drops in 15 sec) |
| Mixing | Mechanical (IS 4031 Part 7) |
| Accuracy of measurement | Nearest 0.01% of gauge length |
flowchart TD
A[Batch Mixing] --> B[Prepare 3 Specimens]
B --> C[Measure Length at 7 Days]
C --> D[Measure Length at 35 Days]
D --> E[Calculate Avg. Length Difference]
E --> F[Calculate Drying Shrinkage %]
F --> G[Report Result]
This ensures standardized sampling and accurate drying shrinkage determination per IS 4031 Part 10.
IS 4031 Part 10: Temperature and Humidity Requirements
| Location/Process | Temperature (°C) | Relative Humidity (%) | Notes |
|---|---|---|---|
| Moist Closet / Moist Room | 27 ± 2 | ≥ 90 | For curing specimens |
| Control Cabinet | 27 ± 2 | 50 ± 5 | Drying cabinet; uniform air circulation |
| Moulding Room | 27 ± 2 | 65 ± 5 | For preparing moulds, dry materials, and water |
flowchart LR
A[Moist Room] -->|27±2°C, RH≥90%| B[Curing of Specimens]
C[Control Cabinet] -->|27±2°C, RH=50±5%| D[Drying of Specimens]
E[Moulding Room] -->|27±2°C, RH=65±5%| F[Preparation of Moulds]
Maintaining these conditions ensures reliable and consistent test results per IS 4031 Part 10.
IS 4031 Part 10 - Apparatus and Equipment Specifications Summary
Drying Shrinkage (%) after 7 and 35 days:
[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]
flowchart TD
A[Prepare Specimens] --> B[Store at 27±2°C & 50±5% RH]
B --> C[Initial Length Measurement]
C --> D[Store for 28 days]
D --> E[Final Length Measurement]
E --> F[Calculate Drying Shrinkage]
For detailed apparatus dimensions and tolerances, refer to IS 5512-1969 and related IS codes mentioned.
IS 4031 Part 10: Preparation of Moulds - Key Points
| Parameter | Specification |
|---|---|
| Beam mould size | 25 × 25 mm, 282 mm length |
| Effective gauge length | 250 mm |
| Mould coating | Thin layer of mineral oil |
| Mixing flow | 100-115% flow, 25 drops/15 sec |
| Temperature | 27 ± 2°C |
| Relative humidity | 65 ± 5% |
flowchart TD
A[Dry Materials] --> B[Mix with Water]
B --> C[Mechanical Mixing]
C --> D[Prepare Moulds]
D --> E[Coat Mould with Mineral Oil]
E --> F[Insert Reference Inserts (250 mm gauge)]
F --> G[Cast Specimens]
This ensures consistent, reproducible test specimens as per IS 4031 Part 10.
IS 4031 Part 10: Preparation of Mortar - Key Points
| Parameter | Specification |
|---|---|
| Cement : Sand ratio | 1 : 3 by mass |
| Water Temperature | 27 ± 2℃ |
| Mixing Appliance | Clean, non-contaminated |
| Mould Treatment | Thin mineral oil coat |
| Gauge Length | 250 mm |
| Compaction | Two layers, manual pressing |
flowchart TD
A[Materials: Cement + Standard Sand (1:3)] --> B[Mixing with Water at 27±2℃]
B --> C[Mould Preparation: Mineral Oil Coated Mould + Inserts]
C --> D[Moulding: Two Layers, Compact by Hand]
D --> E[Level & Smooth Surface]
E --> F[Test Specimen Ready for Testing]
This ensures uniform, reproducible mortar specimens for strength testing as per IS 4031 Part 10.
Key Specifications and Procedures for Moulding Specimens (IS 4031 Part 10):
Mixing Proportions (Clause 6.3):
Mould Dimensions (Clause 4.6):
Environmental Conditions (Clause 3.1):
Mould Preparation (Clause 5.1):
| Parameter | Value/Specification | Reference Clause |
|---|---|---|
| Beam Mould Size | 25 mm × 25 mm × 282 mm | 4.6 |
| Effective Gauge Length | 250 mm | 5.1 |
| Mixing Flow | 100-115% (25 drops/15 sec) | 6.3 & IS 4031 Part 7 |
| Temperature | 27 ± 2°C | 3.1 |
| Relative Humidity | 65 ± 5% | 3.1 |
| Mould Coating | Mineral Oil (thin layer) | 5.1 |
flowchart TD
A[Dry Materials] --> B[Mixing with Water]
B --> C[Mechanical Mixing (IS 4031 Pt 7)]
C --> D[M
1. Specimen Preparation & Moulding (Clause 6.3):
2. Length Measurement (Clause 8.2):
3. Rounding Off Results (Clause 0.4):
[ \text{Length Change (%)} = \frac{L_{28} - L_0}{L_0} \times 100 ]
| Parameter | Value |
|---|---|
| Temperature | 27 ± 2°C |
| Relative Humidity | 50 ± 5% |
| Flow of mix | 100-115% (25 drops/15s) |
| Duration for length test | Initial & 28 days |
flowchart TD
A[Mix Materials] --> B[Measure Flow (100-115%)]
B --> C[Mould Specimens]
C --> D[Store at 27±2°C, 50±5% RH]
D --> E[Initial Length Measurement]
E --> F[Store for 28 Days]
F --> G[Final Length Measurement]
G --> H[Calculate Length Change %]
IS 4031 Part 10: Drying Shrinkage Calculation
Drying shrinkage (%) is calculated as:
[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]
Where:
flowchart TD
A[Prepare 3 Specimens] --> B[Measure Length at 7 Days (L7)]
B --> C[Measure Length at 35 Days (L35)]
C --> D[Calculate ΔL = L7 - L35]
D --> E[Calculate Drying Shrinkage % = (ΔL / L0) × 100]
E --> F[Report Average Shrinkage]
This method ensures consistent evaluation of cement drying shrinkage per IS 4031 Part 10.
Key Points:
Rounding Off Results (Clause 0.4):
Final test values must be rounded according to IS 2-1960, retaining the same number of significant digits as the specified standard value.
Drying Shrinkage Calculation (Clause 9.1):
Calculate the average length change of three specimens at 7 and 35 days:
[
\text{Drying Shrinkage} = \frac{\sum (\Delta L)}{3 \times L_0} \times 100 %
]
where:
Measurement Conditions (Clause 8.2):
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
flowchart TD
A[Measure Initial Length at 27±2°C] --> B[Store Specimens at 27±2°C, 50±5% RH]
B --> C[Measure Length at 7 and 35 Days]
C --> D[Calculate Average Shrinkage %]
D --> E[Round off as
Frequently Asked
IS 4031 Part 10: Procedure for Preparing Mortar Specimens for Drying Shrinkage Tests
Mixing: Mix materials mechanically per IS 4031 Part 7, using proportions from Clause 6.2 and water quantity to achieve a flow of 100–115% (25 drops in 15 seconds).
Moulding (Clause 7.1):
Specimen Dimensions: Rectangular specimens as per mould specifications (refer IS 4031 Part 10 and related IS codes).
Initial Curing: Store specimens in water initially, then measure length at 27 ± 2°C.
Testing Environment: After initial measurement, store specimens in a cabinet at 27 ± 2°C and 50 ± 5% RH for drying shrinkage measurements.
Loading diagram...
This ensures consistent and reproducible drying shrinkage test specimens as per IS 4031 Part 10.
Controlled Environmental Conditions as per IS 4031 Part 10
Moulding Room, Dry Materials & Water Temperature:
Maintain at 27 ± 2°C (Clause 3.1).
Laboratory Relative Humidity:
Maintain at 65 ± 5% (Clause 3.1).
Drying (Control) Cabinet Conditions:
Curing Conditions:
These conditions ensure consistent hydration and strength development during curing and testing of cement specimens.
Apparatus and Equipment Standards per IS 4031 Part 10 (1988):
Balance (Clause 4.1):
Length Comparator (Clause 8.2):
Flow Table and Accessories (Clause 4.5):
Additional Notes:
| Equipment | Standard/Requirement | Notes |
|---|---|---|
| Balance | ±1.0 g variation at 1000 g load | Sensibility reciprocal ≤ 2× variation |
| Length Comparator | Measurement at 27 ± 2°C | Consistent specimen positioning |
| Flow Table | IS 5512-1969 | For hydraulic cement flow tests |
Loading diagram...
Ensure all apparatus conform to these standards for reliable test results.
According to IS 4031 Part 10, Clause 9.1, drying shrinkage is calculated and reported as follows:
[ \text{Drying Shrinkage (%)} = \frac{\text{Average change in length (mm)}}{\text{Effective gauge length (mm)}} \times 100 ]
This method ensures standardized and comparable drying shrinkage results for hydraulic cement.
Permissible Variations in Weights and Measurements as per IS 4031 Part 10 (1988):
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
This ensures precision and repeatability in cement testing measurements.
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