IS 4031 Part 101988AI Search Enabled✦ AI Generated

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

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.

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48Clauses Indexed
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1988Edition
Cement Concrete Aggregates and RCCCategory
Alternative search terms: IS 4031 Part 10 PDF, IS 4031 Part 10 pdf free download, IS 4031 Part 10 free download pdf, IS4031Part10 PDF, IS-4031-Part-10 PDF, IS 4031 Part 10 1988 PDF, IS 4031 Part 10:1988 PDF, IS 4031 Part 10-1988 PDF, IS 4031 Part 10 (1988) PDF, IS 4031 Part 10 1988 edition PDF, IS 4031 Part 10 edition 1988 PDF

What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Quality Control Engineers
  • Materials Testing Laboratories
  • Cement Manufacturers
  • Construction Technologists
  • Research and Development Professionals
  • Concrete Technicians

Key Topics Covered

Sampling and selection of test specimens
Preparation of standard mortar
Moulding of specimens
Curing conditions and moist room requirements
Measurement of specimen length using length comparator
Control of temperature and humidity during testing
Use of standard equipment and apparatus specifications
Calculation of drying shrinkage values
Flow table test for mortar consistency
Storage conditions in control cabinet
Permissible variations in weights and measurements
Reporting and rounding off test results

Table of Contents

0Introduction

IS 4031 Part 10: Introduction - Key Formulas, Tables, and Specifications

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 ]

  • (\Delta L) = Average difference in length of 3 specimens (to nearest 0.01%)
  • (L_0) = Effective gauge length

2. Permissible Variations on Weights (Clause 4.2, Table 1):

Weight (g)Permissible 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 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.

1Scope

IS 4031 Part 10 - Scope Summary & Key Specifications

Scope:
This part of IS 4031 specifies the methods for measurement of length change (drying shrinkage) of hardened cement paste, mortar, and concrete.


Key Specifications & Procedures

  • Test Temperature:

    • Initial & subsequent measurements at 27 ± 2°C
    • Specimens stored at 27 ± 2°C and 50 ± 5% RH
  • Specimen Handling:

    • Protect from moisture loss before initial length measurement
    • Use length comparator for measurement
    • Maintain same specimen orientation during measurements
  • Flow Table & Accessories:

    • Conform to IS 5512

Important Formula (Clause 9.1)

Calculate drying shrinkage (%) as:

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

Where:

  • (\Delta L) = Average length change of 3 specimens (mm)
  • (L_0) = Effective gauge length (mm)

Report to nearest 0.01%.


Summary Table

ParameterValue/Standard
Temperature for testing27 ± 2°C
Relative Humidity50 ± 5%
Length ComparatorAs per IS 4031 Part 10
Flow TableIS 5512
Length Change PrecisionNearest 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.

2Sampling and Selection of Test Specimens

IS 4031 Part 10: Sampling & Selection of Test Specimens for Drying Shrinkage

Key Points:

  • Specimen Type: Rectangular specimens prepared under controlled conditions.
  • Batch Mixing: Mix materials separately per batch using proportions from Clause 6.2; water quantity per IS 4031 Part 7 to achieve flow 100-115% (25 drops in 15 sec).
  • Mechanical Mixing: As per IS 4031 Part 7, Clause 7.3.1.
  • Number of Specimens: Test at least three specimens per batch.
  • Measurement Ages: Length measured at 7 days and 35 days.
  • Drying Shrinkage Calculation:

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

  • Report average difference to the nearest 0.01%.

Summary Table: Drying Shrinkage Calculation

ParameterDescription
Specimens per batch3
Measurement ages7 days, 35 days
Flow of mortar100-115% (25 drops in 15 sec)
MixingMechanical (IS 4031 Part 7)
Accuracy of measurementNearest 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.

3Temperature and Humidity Requirements

IS 4031 Part 10: Temperature and Humidity Requirements

Location/ProcessTemperature (°C)Relative Humidity (%)Notes
Moist Closet / Moist Room27 ± 2≥ 90For curing specimens
Control Cabinet27 ± 250 ± 5Drying cabinet; uniform air circulation
Moulding Room27 ± 265 ± 5For preparing moulds, dry materials, and water

Key Points:

  • Temperature control is critical at 27 ± 2°C for all curing, drying, and moulding processes.
  • Relative humidity varies by process:
    • Moist curing: ≥90%
    • Drying cabinet: 50 ± 5%
    • Moulding room: 65 ± 5%
  • Humidity and temperature must be measured at least twice daily in drying cabinets.
  • Uniform circulation of conditioned air in drying cabinets ensures consistent evaporation rates.
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.

4Apparatus and Equipment Specifications

IS 4031 Part 10 - Apparatus and Equipment Specifications Summary

Key Apparatus Specifications:

  • Flow Table & Accessories: Must conform to IS 5512-1969 for hydraulic cements and pozzolanic materials.
  • Length Comparator: Used for measuring length change of hardened cement paste, mortar, and concrete specimens.
  • Specimen Storage: Control cabinet at 27 ± 2°C and 50 ± 5% RH to avoid moisture loss.
  • Measurement Temperature: Specimens, comparator, and reference bar at 27 ± 2°C during length measurements.

Important Formulas & Calculations (Clause 9.1):

Drying Shrinkage (%) after 7 and 35 days:

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

  • (\Delta L) = Average length difference of 3 specimens (mm)
  • (L_0) = Effective gauge length (mm)
  • Report to nearest 0.01%

Measurement Procedure (Clause 8.2):

  • Initial length measured after removal from water.
  • Protect specimens from moisture loss before initial reading.
  • Final length measured after 28 days under controlled conditions.
  • Specimens placed in comparator with same orientation as initial measurement.

Rounding Off Results:

  • Follow IS 2-1960 for rounding off test results.
  • Retain significant digits equal to specified values.

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.

5Preparation of Moulds

IS 4031 Part 10: Preparation of Moulds - Key Points

1. Mould Specifications

  • Beam mould size: 25 mm × 25 mm cross-section, 282 mm internal length (per IS 10086-1982).
  • Moulds must be thinly coated with mineral oil before use.
  • Stainless steel or non-corroding metal reference inserts with knurl heads are set to get an effective gauge length of 250 mm.
  • Inserts must be clean and oil-free.

2. Material Preparation & Mixing (Clause 6.3)

  • Dry materials mixed separately per proportions in Clause 6.2.
  • Water quantity as per IS 4031 Part 7 (7.2.1 & 7.3) to achieve a flow of 100-115% with 25 drops in 15 seconds.
  • Mechanical mixing as per IS 4031 Part 7 (7.3.1).

3. Environmental Conditions (Clause 3.1)

  • Temperature: 27 ± 2°C for moulding room, materials, and water.
  • Relative humidity: 65 ± 5%.

Summary Table:

ParameterSpecification
Beam mould size25 × 25 mm, 282 mm length
Effective gauge length250 mm
Mould coatingThin layer of mineral oil
Mixing flow100-115% flow, 25 drops/15 sec
Temperature27 ± 2°C
Relative humidity65 ± 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.

6Preparation of Mortar

IS 4031 Part 10: Preparation of Mortar - Key Points

Materials & Proportions (Clause 6.2)

  • Cement : Standard Sand = 1 : 3 by mass
  • Sand: Standard sand as per IS 650.

Mixing Conditions (Clause 6.1)

  • Use clean appliances.
  • Water and room temperature: 27 ± 2℃.
  • Use potable or distilled water.

Mould Preparation (Clause 5.1)

  • Moulds thinly coated with mineral oil.
  • Stainless steel/non-corroding metal inserts with knurl heads for 250 mm gauge length.

Moulding Procedure (Clause 7.1)

  • Mix thoroughly, mould in two layers.
  • Compact each layer by pressing with thumbs and forefingers.
  • Ensure mortar fills corners, around inserts, and mould surfaces.
  • Level and smooth top layer with a trowel.
  • Use rubber gloves during handling.

Summary Table: Mortar Mix and Conditions

ParameterSpecification
Cement : Sand ratio1 : 3 by mass
Water Temperature27 ± 2℃
Mixing ApplianceClean, non-contaminated
Mould TreatmentThin mineral oil coat
Gauge Length250 mm
CompactionTwo 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.

7Moulding Specimens

Key Specifications and Procedures for Moulding Specimens (IS 4031 Part 10):

  • Mixing Proportions (Clause 6.3):

    • Use dry materials as per proportions in Clause 6.2.
    • Water quantity per IS 4031 Part 7 (Clauses 7.2.1 & 7.3) to achieve a flow of 100-115% with 25 drops in 15 seconds (flow table test).
    • Mechanical mixing as per IS 4031 Part 7, Clause 7.3.1.
  • Mould Dimensions (Clause 4.6):

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

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

    • Thinly coat moulds with mineral oil to prevent adhesion.
    • Insert stainless steel/non-corroding metal reference inserts with knurl heads for gauge length.

Summary Table

ParameterValue/SpecificationReference Clause
Beam Mould Size25 mm × 25 mm × 282 mm4.6
Effective Gauge Length250 mm5.1
Mixing Flow100-115% (25 drops/15 sec)6.3 & IS 4031 Part 7
Temperature27 ± 2°C3.1
Relative Humidity65 ± 5%3.1
Mould CoatingMineral 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
8Procedure of Testing

IS 4031 Part 10: Procedure of Testing (Key Points & Formulas)

1. Specimen Preparation & Moulding (Clause 6.3):

  • Mix dry materials separately per proportions in Clause 6.2.
  • Water quantity per IS 4031 Part 7 (7.2.1 & 7.3) to achieve flow 100-115% with 25 drops in 15 seconds.
  • Mechanical mixing as per IS 4031 Part 7 (7.3.1).

2. Length Measurement (Clause 8.2):

  • Initial length measured immediately after removal from water using a length comparator.
  • Specimens and comparator at 27 ± 2°C.
  • Protect specimens from moisture loss before initial reading.
  • Store specimens at 27 ± 2°C and 50 ± 5% RH.
  • Measure length again after 28 days under same temperature conditions.
  • Specimens placed in comparator with same orientation as initial measurement.

3. Rounding Off Results (Clause 0.4):

  • Round off final test values as per IS 2-1960.
  • Retain the same number of significant figures as specified in the standard.

Typical Length Change Calculation

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

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

Summary Table: Environmental Conditions for Testing

ParameterValue
Temperature27 ± 2°C
Relative Humidity50 ± 5%
Flow of mix100-115% (25 drops/15s)
Duration for length testInitial & 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 %]
9Calculation of Drying Shrinkage

IS 4031 Part 10: Drying Shrinkage Calculation

Key Formula (Clause 9.1)

Drying shrinkage (%) is calculated as:

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

Where:

  • (\Delta L = L_7 - L_{35}) = Average difference in length between 7 days and 35 days specimens (in mm)
  • (L_0) = Effective gauge length of specimen (in mm)

Procedure Summary:

  • Measure length of 3 specimens at 7 and 35 days.
  • Calculate average length difference to nearest 0.01% of gauge length.
  • Report this as drying shrinkage.

Specifications:

  • Specimens: Rectangular, prepared as per IS 4031 Part 10.
  • Testing conditions: Controlled humidity and temperature as per standard.
  • Gauge length: Precisely measured for accuracy.

Practical Notes:

  • Use micrometer or length comparator for precise measurement.
  • Ensure specimens are cured and dried under specified conditions.
  • Average over 3 specimens improves reliability.
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.

10Reporting of Results

Reporting of Results as 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:

    • (\Delta L) = change in length of each specimen (mm)
    • (L_0) = effective gauge length (mm)
      Report to the nearest 0.01%.
  • Measurement Conditions (Clause 8.2):

    • Initial and subsequent length measurements at 27 ± 2°C.
    • Specimens stored at 27 ± 2°C and 50 ± 5% RH.
    • Use length comparator; ensure consistent specimen orientation.

Permissible Variation on Weights (Table 1, Clause 4.2)

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

Summary Diagram of Reporting Process

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

Popular Questions About IS 4031 Part 10

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

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):

    • Immediately after mixing, mould specimens in two layers.
    • Compact each layer by pressing with thumbs and forefingers into corners, around reference inserts, and along mould surfaces to ensure homogeneity.
    • Level off the top layer flush with the mould and smooth with a trowel.
    • Use rubber gloves during mixing and moulding to prevent contamination.
  • 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.


Summary Flowchart of Preparation

Loading diagram...

This ensures consistent and reproducible drying shrinkage test specimens as per IS 4031 Part 10.

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

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:

    • Temperature: 27 ± 2°C
    • Relative Humidity: 50 ± 5%
    • Uniform air circulation to ensure consistent evaporation (Clause 4.7).
  • Curing Conditions:

    • After mould filling, specimens stay in a moist room/closet for 24 ± 2 hours.
    • Then, specimens are demoulded and immersed in water at 27 ± 2°C for 6 days (Clause 8.1).

These conditions ensure consistent hydration and strength development during curing and testing of cement specimens.

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

Apparatus and Equipment Standards per IS 4031 Part 10 (1988):

  • Balance (Clause 4.1):

    • Permissible variation at 1000 g load: ±1.0 g (new balance: ±0.5 g)
    • Sensibility reciprocal ≤ 2 × permissible variation
    • Self-indicating balances with equivalent accuracy are acceptable.
  • Length Comparator (Clause 8.2):

    • Used for measuring length changes of specimens.
    • Measurements at 27 ± 2°C; specimens stored at 27 ± 2°C and 50 ± 5% RH.
    • Specimens placed consistently in the comparator for repeat measurements.
  • Flow Table and Accessories (Clause 4.5):

    • Must conform to IS 5512-1969.
  • Additional Notes:

    • Measurements must be rounded as per IS 2-1960 for compliance.

Summary Table:

EquipmentStandard/RequirementNotes
Balance±1.0 g variation at 1000 g loadSensibility reciprocal ≤ 2× variation
Length ComparatorMeasurement at 27 ± 2°CConsistent specimen positioning
Flow TableIS 5512-1969For hydraulic cement flow tests

Loading diagram...

Ensure all apparatus conform to these standards for reliable test results.

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

According to IS 4031 Part 10, Clause 9.1, drying shrinkage is calculated and reported as follows:

  • Measure the length of three specimens at 7 days and again at 35 days.
  • Calculate the difference in length for each specimen between these two ages.
  • Find the average of these three differences.
  • Express this average difference as a percentage of the effective gauge length to the nearest 0.01%.
  • Report this value as the drying shrinkage.

Formula:

[ \text{Drying Shrinkage (%)} = \frac{\text{Average change in length (mm)}}{\text{Effective gauge length (mm)}} \times 100 ]

Key points:

  • Use three specimens for accuracy.
  • Measurements at 7 and 35 days.
  • Report to nearest 0.01%.

This method ensures standardized and comparable drying shrinkage results for hydraulic cement.

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

Permissible Variations in Weights and Measurements as per IS 4031 Part 10 (1988):

1. Weights Used in Cement Testing (Clause 4.2 & Table 1)

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

2. Balance Accuracy (Clause 4.1)

  • At 1000 g load, permissible variation: ±1.0 g.
  • For new balances, permissible variation: ±0.5 g (half of above).
  • Sensibility reciprocal ≤ 2 × permissible variation.
  • Self-indicating balances with equivalent accuracy are allowed.

3. Measurement Conditions (Clause 8.2)

  • Specimen length measured at 27 ± 2°C.
  • Specimens stored at 27 ± 2°C and 50 ± 5% RH.
  • Consistent specimen orientation during measurements.
  • Measurements rounded as per IS 2-1960.

This ensures precision and repeatability in cement testing measurements.

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