IS 4031 PART 101988AI Search Enabled✦ AI Generated

Methods of physical tests for hydraulic cement, Part 10: Determination of drying shrinkage
1988 Edition

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.

11Sections
48Clauses Indexed
AI Search Ready
1988Edition
Cement Concrete Aggregates and RCCCategory
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What This Standard Covers

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.

Who Uses This Standard

  • Structural Engineers
  • Quality Assurance Specialists
  • Materials Testing Facilities
  • Producers of Cement
  • Construction Experts
  • R&D Scientists
  • Concrete Laboratory Technicians

Key Topics Covered

Selection and sampling of test specimens
Standard mortar preparation
Specimen moulding process
Curing environment and moist room standards
Specimen length measurement via length comparator
Regulation of temperature and humidity during testing
Specifications for testing equipment and apparatus
Computation of drying shrinkage percentages
Mortar consistency determination using flow table test
Storage protocols in control cabinets
Allowed deviations in weights and measurement tools
Documentation and rounding of test outcomes

Table of Contents

0Overview and Key Formulas

Overview of Methods for Determining Drying Shrinkage - Essential Formulas and Specifications

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:

  • (\Delta L) = Mean length difference of three specimens (rounded to 0.01%)
  • (L_0) = Effective gauge length

2. Allowed Weight Variations (Clause 4.2, Table 1):

Weight (g)Allowed Variation (±g)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01

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.

1Scope and Applicability

Scope of the Standard and Principal Specifications

Scope:
This portion of the standard describes the method to quantify length change caused by drying shrinkage in hardened cement paste, mortar, and concrete.


Essential Conditions and Procedures

  • Testing Temperature:

    • Initial and subsequent measurements conducted at 27 ± 2°C
    • Specimens stored at 27 ± 2°C with 50 ± 5% relative humidity
  • Specimen Handling:

    • Prevent moisture loss before the initial length measurement
    • Utilize length comparators for accurate length measurement
    • Maintain consistent specimen orientation during measurements
  • Flow Table Compliance:

    • Must adhere to IS 5512 requirements

Fundamental Formula (Clause 9.1)

Drying shrinkage is computed as:

[ \text{Drying Shrinkage (%) } = \frac{\Delta L}{L_0} \times 100 ]

Where:

  • (\Delta L) = Mean length change of three specimens (mm)
  • (L_0) = Effective gauge length (mm)

Results are reported to the nearest 0.01%.


Summary Table

ParameterValue/Standard
Measurement Temperature27 ± 2°C
Relative Humidity50 ± 5%
Length ComparatorAs specified in the standard
Flow TableIS 5512
Measurement AccuracyTo 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.

2Specimen Sampling and Selection

Guidelines for Sample Selection and Specimen Preparation

Key Details:

  • Specimen Design: Rectangular specimens prepared under standardized conditions.
  • Batch Mixing: Mix constituents separately per proportions detailed in Clause 6.2; water content adjusted as per IS 4031 Part 7 to achieve flow between 100 and 115% (25 drops within 15 seconds).
  • Mixing Method: Employ mechanical mixing according to IS 4031 Part 7, Clause 7.3.1.
  • Specimen Quantity: Minimum of three specimens tested per batch.
  • Measurement Intervals: Lengths measured at 7 days and 35 days.
  • Shrinkage Calculation:

[ \text{Drying Shrinkage (%) } = \frac{\text{Average length difference between 7 and 35 days}}{\text{Effective gauge length}} \times 100 ]

  • Values reported to the nearest 0.01%.

Summary Table: Sampling and Measurement

ParameterDescription
Number of specimens3 per batch
Measurement ages7 and 35 days
Mortar flow100–115% (25 drops in 15 seconds)
Mixing techniqueMechanical (IS 4031 Part 7)
Measurement precisionNearest 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.

3Environmental Temperature and Humidity Standards

Specified Temperature and Humidity Conditions for Testing

LocationTemperature (°C)Relative Humidity (%)Remarks
Moist Closet/Room27 ± 2≥ 90Used for specimen curing
Control Cabinet27 ± 250 ± 5Drying chamber with uniform airflow
Moulding Room27 ± 265 ± 5For mould preparation and materials

Highlights:

  • Temperature is maintained strictly at 27 ± 2°C during moulding, curing, and drying.
  • Relative humidity varies depending on the process:
    • Curing: ≥ 90%
    • Drying cabinet: 50 ± 5%
    • Moulding: 65 ± 5%
  • Temperature and humidity should be recorded at least twice daily in drying cabinets.
  • Air circulation must be consistent within drying cabinets to promote uniform evaporation.
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.

4Equipment and Apparatus Specifications

Synopsis of Required Apparatus and Equipment Standards

Major Equipment Specifications:

  • Flow Table and Accessories: Must comply with IS 5512-1969 for hydraulic cement and pozzolanic materials.
  • Length Comparator: Device for measuring length changes in hardened cement paste, mortar, and concrete specimens.
  • Specimen Storage: Controlled environment cabinet at 27 ± 2°C and 50 ± 5% RH to prevent moisture loss.
  • Measurement Conditions: Length comparator, specimens, and reference bar maintained at 27 ± 2°C during measurements.

Formulas (Clause 9.1):

Drying Shrinkage (%) after specified curing periods:

[ \text{Drying Shrinkage} = \frac{\Delta L}{L_0} \times 100 ]

  • (\Delta L): Average length difference of three specimens (mm)
  • (L_0): Effective gauge length (mm)
  • Report figures to nearest 0.01%

Measurement Procedure (Clause 8.2):

  • Initial length recorded after removing specimens from water.
  • Protect specimens from moisture loss prior to initial measurement.
  • Final length measured after 28 days under controlled conditions.
  • Ensure specimens are positioned identically in the length comparator for each measurement.

Rounding Instructions:

  • Follow rounding standards from IS 2-1960.
  • Maintain the prescribed number of significant digits.

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.

5Mould Preparation Details

Essential Instructions for Preparing Moulds

Mould Specifications

  • Cross-sectional dimensions: 25 mm × 25 mm with an internal length of 282 mm as per IS 10086-1982.
  • Apply a thin film of mineral oil to the mould surface before casting.
  • Stainless steel or corrosion-resistant metal inserts with knurled ends are used to establish an effective gauge length of 250 mm.
  • Inserts must be clean and free from oil.

Materials and Mixing (Clause 6.3)

  • Dry ingredients mixed separately, following proportions in Clause 6.2.
  • Water volume adjusted according to IS 4031 Part 7 to achieve a flow between 100 and 115% (25 drops in 15 seconds).
  • Mechanical mixing practiced as described in IS 4031 Part 7 (Clause 7.3.1).

Environmental Controls (Clause 3.1)

  • Maintain a temperature of 27 ± 2°C for the moulding area, materials, and mixing water.
  • Relative humidity maintained at 65 ± 5%.

Summary Table:

ParameterSpecification
Mould Size25 × 25 mm, 282 mm length
Effective Gauge Length250 mm
Mould Surface CoatingThin layer of mineral oil
Mixing Flow100–115% (25 drops/15 sec)
Temperature27 ± 2°C
Relative Humidity65 ± 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.

6Mortar Preparation Methodology

Guidance on Mortar Preparation for Testing

Material Ratios (Clause 6.2)

  • Cement to Standard Sand ratio: 1:3 by weight
  • Standard sand should comply with IS 650 specifications.

Mixing Conditions (Clause 6.1)

  • Use clean and uncontaminated equipment.
  • Maintain water and ambient temperatures at 27 ± 2°C.
  • Water used should be potable or distilled.

Mould Preparation (Clause 5.1)

  • Moulds coated lightly with mineral oil.
  • Stainless steel or corrosion-resistant metal inserts with knurled heads to set 250 mm gauge length.

Moulding Procedure (Clause 7.1)

  • Mix thoroughly and place mortar in moulds in two layers.
  • Compact each layer by pressing with thumbs and forefingers, ensuring complete filling.
  • Level and smooth the top surface using a trowel.
  • Employ rubber gloves during handling to prevent contamination.

Summary Table: Mortar Mix and Handling

ParameterSpecification
Cement to Sand Ratio1:3 by mass
Water Temperature27 ± 2°C
Mixing EquipmentClean and uncontaminated
Mould CoatingThin mineral oil layer
Gauge Length250 mm
Compaction MethodTwo 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.

7Specimen Moulding Procedures

Procedures and Requirements for Casting Specimens

  • Mixing Ratios (Clause 6.3):

    • Use dry materials per proportions in Clause 6.2.
    • Water dosage adjusted according to IS 4031 Part 7 to yield a mortar flow of 100–115% with 25 drops in 15 seconds (as per flow table test).
    • Mechanical mixing as outlined in IS 4031 Part 7, Clause 7.3.1.
  • Mould Dimensions (Clause 4.6):

    • Beam mould cross-section: 25 mm × 25 mm.
    • Internal length: 282 mm, per IS 10086-1982.
    • Effective gauge length between reference inserts: 250 mm.
  • Environmental Conditions (Clause 3.1):

    • Temperature maintained at 27 ± 2°C for moulding room, materials, and water.
    • Relative humidity controlled at 65 ± 5%.
  • Mould Preparation (Clause 5.1):

    • Moulds receive a thin mineral oil coating to avoid adhesion.
    • Stainless steel or corrosion-resistant metal inserts with knurled heads used for gauge length.

Summary Table

ParameterSpecificationReference Clause
Beam Mould Size25 mm × 25 mm × 282 mm4.6
Effective Gauge Length250 mm5.1
Mortar Flow100–115% (25 drops/15 sec)6.3 & IS 4031 Part 7
Temperature27 ± 2°C3.1
Relative Humidity65 ± 5%3.1
Mould CoatingThin mineral oil layer5.1
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.

8Testing Procedure

Step-by-Step Testing Methodology

1. Specimen Preparation and Mixing (Clause 6.3):

  • Dry materials mixed separately according to Clause 6.2 proportions.
  • Water addition as per IS 4031 Part 7 to attain a flow between 100–115% (25 drops in 15 seconds).
  • Mechanical mixing performed as per IS 4031 Part 7 (7.3.1).

2. Length Measurement (Clause 8.2):

  • Initial length measured immediately after water removal using a length comparator.
  • Specimens and comparator kept at 27 ± 2°C.
  • Specimens protected against moisture loss before measurement.
  • Specimens stored at 27 ± 2°C and 50 ± 5% RH.
  • Subsequent length measurement carried out after 28 days under identical temperature conditions.
  • Specimens positioned consistently in the comparator during all measurements.

3. Rounding (Clause 0.4):

  • Final results rounded off following IS 2-1960 rules.
  • Maintain the specified significant figure count.

Length Change Formula

[ \text{Length Change (%) } = \frac{L_{28} - L_0}{L_0} \times 100 ]

where:

  • (L_0) = initial length
  • (L_{28}) = length after 28 days

Environmental Conditions Summary

ParameterSpecification
Temperature27 ± 2°C
Relative Humidity50 ± 5%
Mortar Flow100–115% (25 drops/15 s)
Measurement TimingInitial 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.

9Drying Shrinkage Computation

Calculation Method for Drying Shrinkage

Formula (Clause 9.1)

The drying shrinkage percentage is determined by:

[ \text{Drying Shrinkage (%) } = \frac{\Delta L}{L_0} \times 100 ]

Where:

  • (\Delta L = L_7 - L_{35}) is the mean length difference between measurements at 7 and 35 days (in mm).
  • (L_0) is the effective gauge length in mm.

Summary of Steps:

  • Measure the length of three specimens at 7 days and then at 35 days.
  • Calculate the average length difference to the closest 0.01% of the gauge length.
  • Present this value as the drying shrinkage result.

Specifications:

  • Specimens are rectangular and prepared as per the standard.
  • Testing environment involves controlled temperature and humidity.
  • Gauge length is precisely measured to ensure accuracy.

Practical Recommendations:

  • Use a micrometer or length comparator for precise measurement.
  • Ensure specimens are cured and dried under specified conditions.
  • Averaging results over three specimens enhances reliability.
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.

10Result Reporting Guidelines

Guidelines for Reporting Test Outcomes

Rounding of Results (Clause 0.4):

  • Final values must be rounded according to IS 2-1960, retaining the specified number of significant digits.

Drying Shrinkage Calculation (Clause 9.1):

  • Compute average length change of three specimens between 7 and 35 days:

[ \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):

  • All length measurements taken at 27 ± 2°C.
  • Specimens stored in controlled conditions at 27 ± 2°C and 50 ± 5% RH.
  • Length comparator used with consistent specimen orientation.

Permissible Weight Variations (Table 1, Clause 4.2):

Weight (g)Allowed Variation (±g)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01

Reporting Workflow Diagram

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.

Popular Questions About IS 4031 PART 10

?What is the specified procedure for preparing mortar specimens for drying shrinkage tests?

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.

?What are the controlled environmental conditions required during curing and testing?

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.

?Which apparatus and equipment standards must be followed for accurate measurement?

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.

?How is drying shrinkage calculated and reported according to IS 4031 Part 10?

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.

?What are the permissible variations allowed in weights and measurements during testing?

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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