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IS 4031 Part 9 : 1988Methods of Physical Tests for Hydraulic Cement - Part 9: Determination of drying shrinkage

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ASTM C191 · EN 196-3 · ISO 9597
CurrentSpecializedTesting MethodMaterials Science · Cement
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OverviewValues6InternationalTablesFAQ4RelatedQA/QCNew

IS 4031:1988 Part 9 is the Indian Standard (BIS) for methods of physical tests for hydraulic cement - part 9: determination of drying shrinkage. This part of IS 4031 specifies the standard testing procedure for determining the drying shrinkage of hydraulic cement using 25x25x250 mm mortar prisms. It outlines the preparation, curing conditions, and exact methods for measuring length changes using a comparator.

Describes the procedure for determining the drying shrinkage of hydraulic cement mortar.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Cement
Type
Testing Method
International equivalents
ASTM C191-21 · ASTM International (US)EN 196-3:2016 · CEN (European Committee for Standardization)ISO 9597:2008 · ISO (International Organization for Standardization)AASHTO T 131-19 · AASHTO (US)
Typically used with
IS 650IS 10086
Also on InfraLens for IS 4031
6Key values7QA/QC templates4FAQs
Practical Notes
! Ensure gauge studs are perfectly clean and aligned during moulding to avoid measurement errors in the length comparator.
! Maintain the relative humidity of the testing room strictly at 65 ± 5%, as humidity directly affects drying shrinkage results.
! Measurements should be taken rapidly to prevent thermal expansion caused by handling the specimen with bare hands.
Frequently referenced clauses
Cl. 4ApparatusCl. 5Temperature and HumidityCl. 6Preparation of Test SpecimensCl. 7Curing and Measurement
Pulled from IS 4031:1988. Browse the full clause & table index below in Tables & Referenced Sections.
cementhydraulic cementmortar

International Equivalents

Similar International Standards
ASTM C191-21ASTM International (US)
HighCurrent
Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Specifies the Vicat needle apparatus and method for determining the initial and final setting times of hydraulic cement.
EN 196-3:2016CEN (European Committee for Standardization)
HighCurrent
Methods of testing cement - Part 3: Determination of setting times and soundness
Covers the determination of standard consistency, setting time, and soundness of cement using the Vicat method.
ISO 9597:2008ISO (International Organization for Standardization)
HighCurrent
Cement — Test methods — Determination of setting time and soundness
Defines the reference procedure for determining setting time and soundness of cement, based on the Vicat apparatus.
AASHTO T 131-19AASHTO (US)
HighCurrent
Standard Method of Test for Time of Setting of Hydraulic Cement by Vicat Needle
Nearly identical to ASTM C191, provides the method for determining cement setting time for transportation infrastructure.
Key Differences
≠The initial setting time is considered reached when the needle penetrates to a specific depth. In IS 4031, this depth is measured from the bottom of the mould (5.0 ± 0.5 mm from the bottom), whereas in ASTM C191, it is measured from the top surface of the paste (a penetration of 25 ± 0.5 mm).
≠The needle used for determining initial setting time has a different cross-section. IS 4031 specifies a needle with a 1 mm square cross-section, while ASTM C191 specifies a needle with a 1.00 ± 0.05 mm circular diameter.
≠The standard test temperature differs significantly. IS 4031 mandates a test temperature of 27 ± 2 °C, which reflects a tropical climate, while ASTM C191 requires 23.0 ± 2.0 °C and EN 196-3 requires 20 ± 2 °C.
≠The criterion for determining normal consistency, which dictates the water-cement ratio for the test, is different. IS 4031 requires the Vicat plunger to penetrate to a point 5 to 7 mm from the bottom of the mould. ASTM C187 (referenced by C191) requires a penetration of 10 ± 1 mm from the original surface.
Key Similarities
≈Both standards employ the same fundamental principle and apparatus (the Vicat apparatus) to assess the stiffening of cement paste by measuring its resistance to penetration by a needle over time.
≈The starting point for measuring setting time is identical; in both IS 4031 and its international equivalents, the time count begins from the moment water is first added to the dry cement.
≈Both methods require the use of a neat cement paste prepared with a specific amount of water, determined by achieving a 'standard' or 'normal' consistency in a preliminary test.
≈The Vicat mould used to hold the cement paste has very similar dimensions in all standards, typically being 40 mm in height and tapering from a larger diameter at the bottom to a smaller one at the top.
≈The definition of final set, while worded differently, is conceptually the same: it is the point at which the paste has hardened sufficiently that the needle makes only a slight impression on the surface without penetrating significantly.
Parameter Comparison
ParameterIS ValueInternationalSource
Test Temperature27 ± 2 °C23.0 ± 2.0 °CASTM C191-21
Test Humidity (for specimens)≥ 90% RH≥ 95% RHASTM C191-21
Initial Set Needle Cross-Section1 mm square1 mm diameter (circular)ASTM C191-21
Criterion for Initial Setting TimePenetration to 5.0 ± 0.5 mm from mould bottomPenetration to 25 ± 0.5 mm from surfaceASTM C191-21
Criterion for Final Setting TimeNeedle makes an impression, but annular attachment does notNeedle does not sink visibly into the pasteASTM C191-21
Mass of Cement for Test Paste400 g650 gASTM C191-21
Mould Height40 ± 0.2 mm40 ± 1 mmASTM C191-21
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Test specimen dimensions25 x 25 x 250 mm
Effective gauge length250 mm
Room temperature27 ± 2°C
Relative humidity of testing room65 ± 5%
Minimum relative humidity for initial curing90%
Number of specimens required3
Key Formulas
Drying Shrinkage (%) = [(L1 - L2) / G] × 100 — where L1 is initial length, L2 is final length, G is effective gauge length (250 mm)

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4 - Apparatus
Clause 5 - Temperature and Humidity
Clause 6 - Preparation of Test Specimens
Clause 7 - Curing and Measurement

Related Resources on InfraLens

Cross-Referenced Codes
IS 650:1991Specification for Standard Sand for Testing o...
→
IS 10086:1982Code of Practice for Preparation and Treatmen...
→

Frequently Asked Questions4

What is the standard specimen size for the cement drying shrinkage test?+
A mortar prism measuring 25 x 25 x 250 mm.
What are the required environmental conditions for the testing room?+
The room must be maintained at a temperature of 27 ± 2°C and a relative humidity of 65 ± 5%.
How many specimens are cast for a single test?+
Three specimens are required to calculate the average drying shrinkage.
What is the effective gauge length for calculation?+
The effective gauge length is 250 mm, which is the inner distance between the gauge studs.

QA/QC Inspection Templates

Code-Specific Templates for IS 4031
✅
Cement Receiving Inspection Checklist
checklist
Excel / PDF
📐
Cement Quality Inspection & Test Plan (ITP)
plan
Excel / PDF
📊
Cement Physical Tests Report
test-report
Excel / PDF
📊
Cement Mortar Cube Compressive Strength Report
test-report
Excel / PDF
📐
Concrete Inspection & Test Plan (ITP)
plan
Excel / PDF
📊
Cement Material Test Certificate (MTC) Receipt Verification
test-report
Excel / PDF
📝
Sample Dispatch Form (Chain of Custody)
form
Excel / PDF