The standard defines the established methodology for assessing the drying shrinkage of hydraulic cement mortar specimens. It outlines detailed instructions for specimen preparation, curing, and dimensional measurement under specified environmental conditions. This specification is crucial for cement producers, quality assurance professionals, and researchers focused on evaluating shrinkage characteristics and durability of cement.
Overview
The standard defines the established methodology for assessing the drying shrinkage of hydraulic cement mortar specimens. It outlines detailed instructions for specimen preparation, curing, and dimensional measurement under specified environmental conditions. This specification is crucial for cement producers, quality assurance professionals, and researchers focused on evaluating shrinkage characteristics and durability of cement.
Audience
Contents
Structure
1. Calculation of Drying Shrinkage (Clause 9.1):
Length measurements of specimens are taken at 7 and 35 days, and drying shrinkage percentage is calculated as:
[ \text{Drying Shrinkage (%) } = \frac{\Delta L}{L_0} \times 100 ]
Where:
2. Allowed Weight Variations (Clause 4.2, Table 1):
| Weight (g) | Allowed 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 Rules (Clause 0.4):
Final test results must be rounded off following IS 2-1960, preserving the indicated significant figures.
4. Equipment Requirements:
The flow table and its accessories should comply with IS 5512-1969 (Clause 4.5).
flowchart TD
A[Measure specimen lengths at 7 & 35 days] --> B[Determine average length difference (ΔL)]
B --> C[Compute drying shrinkage % = (ΔL / L0) × 100]
This section summarizes the fundamental requirements for drying shrinkage measurement according to the standard.
Scope:
This portion of the standard describes the method to quantify length change caused by drying shrinkage in hardened cement paste, mortar, and concrete.
Testing Temperature:
Specimen Handling:
Flow Table Compliance:
Drying shrinkage is computed as:
[ \text{Drying Shrinkage (%) } = \frac{\Delta L}{L_0} \times 100 ]
Where:
Results are reported to the nearest 0.01%.
| Parameter | Value/Standard |
|---|---|
| Measurement Temperature | 27 ± 2°C |
| Relative Humidity | 50 ± 5% |
| Length Comparator | As specified in the standard |
| Flow Table | IS 5512 |
| Measurement Accuracy | To the nearest 0.01% |
flowchart TB
A[Prepare specimens] --> B[Store at 27 ± 2°C, 50 ± 5% RH]
B --> C[Measure initial length (L0)]
C --> D[Further storage]
D --> E[Measure lengths at 7 & 35 days (L)]
E --> F[Calculate drying shrinkage percentage]
Note: Follow rounding guidelines from IS 2-1960 for reporting.
Guidelines for Sample Selection and Specimen Preparation
[ \text{Drying Shrinkage (%) } = \frac{\text{Average length difference between 7 and 35 days}}{\text{Effective gauge length}} \times 100 ]
| Parameter | Description |
|---|---|
| Number of specimens | 3 per batch |
| Measurement ages | 7 and 35 days |
| Mortar flow | 100–115% (25 drops in 15 seconds) |
| Mixing technique | Mechanical (IS 4031 Part 7) |
| Measurement precision | 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 average length difference]
E --> F[Compute drying shrinkage percentage]
F --> G[Report findings]
This procedure ensures precise and standardized sampling according to the standard.
Specified Temperature and Humidity Conditions for Testing
| Location | Temperature (°C) | Relative Humidity (%) | Remarks |
|---|---|---|---|
| Moist Closet/Room | 27 ± 2 | ≥ 90 | Used for specimen curing |
| Control Cabinet | 27 ± 2 | 50 ± 5 | Drying chamber with uniform airflow |
| Moulding Room | 27 ± 2 | 65 ± 5 | For mould preparation and materials |
flowchart LR
A[Moist Room] -->|27 ± 2°C, RH≥90%| B[Curing specimens]
C[Control Cabinet] -->|27 ± 2°C, RH=50 ± 5%| D[Specimen drying]
E[Moulding Room] -->|27 ± 2°C, RH=65 ± 5%| F[Mould preparation]
Adhering to these conditions is vital for reproducible and accurate test results.
Synopsis of Required Apparatus and Equipment Standards
Drying Shrinkage (%) after specified curing periods:
[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]
flowchart TD
A[Specimen preparation] --> B[Store at 27 ± 2°C, 50 ± 5% RH]
B --> C[Measure initial length]
C --> D[Store for 28 days]
D --> E[Measure final length]
E --> F[Calculate drying shrinkage]
Refer to IS 5512-1969 and associated standards for detailed dimensions and tolerances.
Essential Instructions for Preparing Moulds
| Parameter | Specification |
|---|---|
| Mould Size | 25 × 25 mm, 282 mm length |
| Effective Gauge Length | 250 mm |
| Mould Surface Coating | Thin layer of mineral oil |
| Mixing Flow | 100–115% (25 drops/15 sec) |
| Temperature | 27 ± 2°C |
| Relative Humidity | 65 ± 5% |
flowchart TD
A[Mix dry materials] --> B[Add water and mix mechanically]
B --> C[Prepare moulds with mineral oil coating]
C --> D[Position reference inserts (250 mm gauge)]
D --> E[Cast specimens]
This ensures specimens are consistently prepared as per the standard.
Guidance on Mortar Preparation for Testing
| Parameter | Specification |
|---|---|
| Cement to Sand Ratio | 1:3 by mass |
| Water Temperature | 27 ± 2°C |
| Mixing Equipment | Clean and uncontaminated |
| Mould Coating | Thin mineral oil layer |
| Gauge Length | 250 mm |
| Compaction Method | Two layers, manual pressing |
flowchart TD
A[Combine cement and standard sand (1:3)] --> B[Mix with water at 27 ± 2°C]
B --> C[Prepare moulds coated with mineral oil and inserts]
C --> D[Fill moulds in two layers, compact manually]
D --> E[Level and finish surface]
E --> F[Specimen ready for curing and testing]
This ensures uniform and reproducible mortar specimens.
Procedures and Requirements for Casting Specimens
Mixing Ratios (Clause 6.3):
Mould Dimensions (Clause 4.6):
Environmental Conditions (Clause 3.1):
Mould Preparation (Clause 5.1):
| Parameter | Specification | Reference Clause |
|---|---|---|
| Beam Mould Size | 25 mm × 25 mm × 282 mm | 4.6 |
| Effective Gauge Length | 250 mm | 5.1 |
| Mortar 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 | Thin mineral oil layer | 5.1 |
flowchart TD
A[Dry materials] --> B[Mix with water mechanically]
B --> C[Prepare moulds coated with mineral oil]
C --> D[Insert reference inserts]
D --> E[Cast specimens]
This ensures compliance with the standard’s moulding requirements.
1. Specimen Preparation and Mixing (Clause 6.3):
2. Length Measurement (Clause 8.2):
3. Rounding (Clause 0.4):
[ \text{Length Change (%) } = \frac{L_{28} - L_0}{L_0} \times 100 ]
where:
| Parameter | Specification |
|---|---|
| Temperature | 27 ± 2°C |
| Relative Humidity | 50 ± 5% |
| Mortar Flow | 100–115% (25 drops/15 s) |
| Measurement Timing | Initial and 28 days |
flowchart TD
A[Mix ingredients] --> B[Check mortar flow]
B --> C[Cast 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 percentage]
This procedure ensures accurate determination of drying shrinkage.
Calculation Method for Drying Shrinkage
The drying shrinkage percentage is determined by:
[ \text{Drying Shrinkage (%) } = \frac{\Delta L}{L_0} \times 100 ]
Where:
flowchart TD
A[Prepare 3 specimens] --> B[Measure length at 7 days]
B --> C[Measure length at 35 days]
C --> D[Calculate length difference (ΔL)]
D --> E[Compute drying shrinkage % = (ΔL / L0) × 100]
E --> F[Report average shrinkage]
This ensures consistent and standardized drying shrinkage evaluation.
Rounding of Results (Clause 0.4):
Drying Shrinkage Calculation (Clause 9.1):
[ \text{Drying Shrinkage (%) } = \frac{\sum (\Delta L)}{3 \times L_0} \times 100 ]
where:
(\Delta L) is length change per specimen (mm)
(L_0) is effective gauge length (mm)
Report results to the nearest 0.01%.
Measurement Conditions (Clause 8.2):
Permissible Weight Variations (Table 1, Clause 4.2):
| Weight (g) | Allowed 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 percentage]
D --> E[Round results as per IS 2-1960]
This ensures standardized and accurate reporting of drying shrinkage values.
Frequently Asked
According to the standard, mortar specimens must be prepared by mechanically mixing materials as per IS 4031 Part 7, using proportions from Clause 6.2 and adjusting water content to achieve a flow of 100–115% (25 drops in 15 seconds). Immediately after mixing, specimens are moulded in two layers, compacting each layer thoroughly with thumbs and forefingers to ensure full filling around reference inserts and mould surfaces. The top layer is leveled and smoothed with a trowel. Rubber gloves are recommended during mixing and moulding to avoid contamination. Specimens are initially cured in water and measured at 27 ± 2°C, then stored in a controlled cabinet at 27 ± 2°C and 50 ± 5% relative humidity for drying shrinkage measurements.
The standard mandates maintaining the moulding room, dry materials, and water temperature at 27 ± 2°C, with laboratory relative humidity at 65 ± 5%. For drying processes, specimens are stored in a control cabinet at 27 ± 2°C and 50 ± 5% relative humidity, ensuring uniform air circulation. During curing, specimens remain in a moist room at 27 ± 2°C and ≥ 90% relative humidity for 24 ± 2 hours, followed by immersion in water at 27 ± 2°C for 6 days to ensure proper hydration and strength development.
Equipment used must meet specific standards: balances should have permissible variations of ±1.0 g at 1000 g load (±0.5 g for new balances) with a sensibility reciprocal not exceeding twice the permissible variation. Length comparators must be used at 27 ± 2°C with specimens stored at 27 ± 2°C and 50 ± 5% relative humidity, ensuring consistent specimen placement during repeated measurements. The flow table and accessories must conform to IS 5512-1969. All measurements must be rounded according to IS 2-1960.
Drying shrinkage is calculated by measuring the lengths of three specimens at 7 and 35 days, determining the length difference for each specimen, and then averaging these differences. The average is expressed as a percentage of the effective gauge length, rounded to the nearest 0.01%. The formula used is: Drying Shrinkage (%) = (Average length difference ÷ Effective gauge length) × 100. This standardized method ensures reliable and comparable drying shrinkage data.
Permissible variations for weights are specified as follows: ±0.35 g for 500 g, ±0.30 g for 300 g, ±0.25 g for 250 g, down to ±0.01 g for 1 g weights. Balance accuracy requires a permissible variation of ±1.0 g at 1000 g load (±0.5 g for new balances), with sensibility reciprocal limited to twice the permissible variation. Length measurements should be conducted at 27 ± 2°C with specimens stored at 27 ± 2°C and 50 ± 5% relative humidity. Consistent specimen orientation during length measurements is mandatory, and results must be rounded as per IS 2-1960 to ensure precision and repeatability.
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