IS 2386 Part 71963AI Search Enabled✦ AI Generated

Methods of Test for Aggregates for Concrete, Part VII: Alkali Aggregate Reactivity

IS 2386 Part 7 (1963) specifies the chemical test methods for assessing the potential alkali-aggregate reactivity in concrete aggregates. It guides engineers on preparing, storing, and measuring mortar specimens to evaluate expansion caused by alkali reactions, helping to predict durability issues in concrete structures. This standard is essential for materials engineers, concrete technologists, and quality control professionals involved in selecting and testing aggregates for concrete construction projects.

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196Clauses Indexed
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1963Edition
Cement Concrete Aggregates and RCCCategory
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What This Standard Covers

IS 2386 Part 7 (1963) specifies the chemical test methods for assessing the potential alkali-aggregate reactivity in concrete aggregates. It guides engineers on preparing, storing, and measuring mortar specimens to evaluate expansion caused by alkali reactions, helping to predict durability issues in concrete structures. This standard is essential for materials engineers, concrete technologists, and quality control professionals involved in selecting and testing aggregates for concrete construction projects.

Who Uses This Standard

  • Materials Engineer
  • Concrete Technologist
  • Quality Control Engineer
  • Structural Engineer
  • Construction Project Manager
  • Laboratory Technician
  • Research Scientist in Concrete Technology

Key Topics Covered

Chemical method for alkali-aggregate reactivity testing
Preparation and grading of aggregate samples
Mortar specimen moulding and mixing procedures
Storage conditions and temperature controls for specimens
Measurement of expansion using dial gauges and comparators
Use of high- and low-alkali Portland cements in testing
Interpretation of test results and boundary criteria
Preparation and use of standard silica and chemical solutions
Calibration and maintenance of testing apparatus
Repeatability and accuracy requirements
Handling and processing of fine and coarse aggregates
Correlation of test results with field performance
Petrographic examination references

Table of Contents

1Scope

IS 2386 Part 7: Scope - Key Specifications & Tables

a) Scales:

  • Permissible variation at 2000 g load: ±2.0 g (in use)
  • New scales: half of above → ±1.0 g
  • Sensibility reciprocal ≤ 2 × permissible variation

b) Weights:

Weight (g)Permissible Variation (g) in UseNew Weights Variation (g)
1000±0.50±0.25
900±0.45±0.225
750±0.40±0.20
500±0.35±0.175
300±0.30±0.15
250±0.25±0.125
200±0.20±0.10
100±0.15±0.075
50±0.10±0.05
20±0.05±0.025
10±0.04±0.02
5±0.03±0.015
2±0.02±0.01
1±0.01±0.005

c) Balances:

  • Capacity ≥ 100 g per pan
  • Beam arms equal within 2/100,000 (in use) or 1/100,000 (new)
  • Reproducibility: ±0.0002 g
  • Sensibility reciprocal ≤ 0.0005 g/division (up to 100 g load)
  • Rapid weighing devices error ≤ 0.0001 g

d) Crushing & Grinding:

  • Equipment to crush ~4 kg aggregate to pass 300-micron sieve

e) Sieves:

  • 300-micron and 150-micron square-hole woven wire cloth (IS:460-1962)

f) Reaction Containers:

2Selection and Preparation of Materials

IS 2386 Part 7: Selection and Preparation of Materials

Key Points from Clauses 2.4 & 2.5

  • Cement Selection (Clause 2.4.3):

    • Cement must comply with IS 269-1958 (Ordinary, Rapid-Hardening, Low Heat Portland Cement).
    • Cement should be from the project-approved source.
    • Cement must be passed through an 850-micron IS sieve to remove lumps.
    • Test cements with alkali content > 0.60% (Na₂O + 0.658 × K₂O) should be included.
    • Use both high-alkali and low-alkali Portland cements with aggregates for testing.
  • Grading Requirements (Table from Clause 2.4.2):

Sieve Size (mm)Percentage Retained (%)Percentage Passing (%)
4.75 / 2.3610-
2.36 / 1.1825-
1.18 / 0.6025-
0.60 / 0.3025-
0.30 / 0.1515-
  • Preparation of Test Specimens (Clause 2.5 & 3.5):
    • Samples should be representative and prepared as per project specifications.
    • Aggregate samples must be dried and sieved according to grading requirements.
    • Cement and aggregates must be mixed uniformly before testing.

Alkali Content Formula

[ \text{Alkali content} = % \text{Na}_2\text{O} + 0.658 \times % \text{K}_2\text{O} ]


This ensures proper material selection and preparation for reliable testing results per IS 2386 Part 7.

3Apparatus

IS 2386 Part 7 - Apparatus Specifications & Key Formulas

1. Scales

  • Permissible variation at 2000 g load: ±2.0 g (in-use), half for new scales.
  • Sensibility reciprocal: ≤ 2 × permissible variation.

2. Weights

  • Permissible variations as per Table I (not provided here).
  • New weights: half the permissible variation of in-use weights.

3. Balances (for dissolved silica gravimetric method)

  • Capacity: ≥ 100 g per pan.
  • Beam arms equal within:
    • 2 parts in 100,000 (in-use)
    • 1 part in 100,000 (new)
  • Reproducibility: within 0.0002 g.
  • Sensibility reciprocal: ≤ 0.0005 g/division for loads ≤ 100 g.
  • Rapid weighing devices must not introduce errors > 0.0001 g.

4. Crushing & Grinding

  • Equipment to crush ~4 kg aggregate to pass a 300-micron IS sieve.

5. Sieves

  • 300-micron and 150-micron square-hole woven wire cloth sieves conforming to IS 460-1962.

6. Reaction Containers

  • Capacity: 50-75 ml, stainless steel or corrosion-resistant, airtight covers.

7. Constant-Temperature Bath

  • Maintain 80 ± 1°C for 24 hours.

8. Photometer

  • Photoelectric, measuring light transmission at ~410 nm wavelength.

Summary Table (Key Parameters)

ApparatusKey Specs
Scales±2 g at 2000 g (in-use), half for new
WeightsAs per Table I, half variation for new
Analytical Balance≥100 g capacity, ±0.0002 g reproducibility
Sieves300 & 150 micron, IS 460-1962
Reaction Containers50-75 ml, stainless steel, airtight
Temp. Bath80 ±1°C for 24 h
Photometer410 nm wavelength

flowchart
4Preparation of Test Specimens

IS 2386 Part 7: Preparation of Test Specimens — Key Specifications

1. Mould and Gauge Studs (Clause 2.5)

  • Gauge studs: Extend 15.0 ± 0.5 mm into specimen.
  • Distance between inner ends of gauge studs: 250 ± 2.5 mm.
  • Mould compartment width & height: 25 ± 0.75 mm.
  • Moulds: Single and double types with knurled/threaded gauge studs (see Fig. 1).
  • Note: Stainless steel gauge studs may corrode under test conditions.

2. Tamper (Clause 12.5 g)

  • Material: Non-absorptive, non-abrasive (medium-hard rubber or seasoned oak wood treated with paraffin at ~200℃ for 15 min).
  • Cross-section: 12.5 × 25 mm.
  • Length: Convenient, typically 125 or 150 mm.
  • Tamp face: Flat, perpendicular to length.

3. Trowel (Clause 12.5 h)

  • Steel blade, length 100 to 150 mm, straight edges.

4. Containers (Clause 12.5 j)

  • Corrosion-resistant material.
  • Tight-fitting covers to prevent moisture loss.
  • Specimens supported vertically, lower end ~25 mm above water surface.
  • Specimens must not touch container sides or each other.
  • Prevent water splashing and condensate dripping.

5. Length Comparator (Clause 12.5 k)

  • Positive contact with gauge stud for reproducible length measurement.
  • Dial micrometer with:
    • Graduation: 0.002 mm.
    • Accuracy: ±0.002 mm (0.02 mm range), ±0.004 mm (0.25 mm range).
  • Sufficient range for variations in gauge length.

Summary Table: Key Dimensions

ItemDimension (mm)Notes
Gauge stud length15.0 ± 0.5Extends into specimen
Gauge stud gap250 ± 2.5Distance between inner ends
Mould width/height25 ± 0.75Per specimen compartment
Tam
5Storage and Measurement of Specimens

IS 2386 (Part 7) - Key Specifications for Storage & Measurement of Specimens

Storage Conditions

  • Storage room temperature: 38°C ± 2°C (Clause 2.3.3)
  • Specimen container temperature: 60°C ± 2°C in metal containers (Clause 2.11.1)

Weighing Equipment

  • Permissible scale variation:
    • In use: ±2.0 g at 2000 g load
    • New scales: ±1.0 g (half of above)
  • Weight tolerances: See Table I (values halved for new weights)
  • Analytical balance specs:
    • Capacity ≥ 100 g per pan
    • Beam arm equality: 2 parts in 100,000 (in use), 1 part in 100,000 (new)
    • Reproducibility: ±0.0002 g
    • Sensibility reciprocal ≤ 0.0005 g/division (up to 100 g load)
    • Rapid weighing aids error ≤ 0.0001 g

Equipment & Materials

  • Crushing & grinding: Jaw crusher + disc pulverizer for ~4 kg aggregate to pass 300-micron sieve
  • Sieves: 300-micron & 150-micron woven wire cloth (IS 460-1962)
  • Reaction containers: Stainless steel, 50-75 ml, airtight covers
  • Constant temperature bath: 80°C ± 1°C for 24 h
  • Photometer: Measures light transmission at ~410 nm wavelength

Table I: Permissible Variation on Weights (Example)

Nominal Weight (g)Permissible Variation (g)
1±0.0001
5±0.0005
10±0.001
20±0.002
50±0.005
100±0.01

Note: Values halved for new weights.


flowchart LR
    A[Specimen Collection] --> B[Storage in Metal Container]
    B -->|60±2°C| C[Measurement]
    C -->
6Chemical Test Procedure

IS 2386 Part 7: Chemical Test Procedure - Key Specifications & Formulas


Equipment & Materials

  • Scales:
    • Load 2000 g: ±2.0 g variation (new scales ±1.0 g)
    • Sensibility reciprocal ≤ 2 × permissible variation
  • Weights:
    • Permissible variations as per Table I (new weights have half the variation)
  • Balances (for dissolved silica):
    • Capacity ≥ 100 g per pan
    • Beam arm equality: 2 parts/100,000 (in use), 1 part/100,000 (new)
    • Reproducibility: ±0.0002 g
    • Sensibility reciprocal ≤ 0.0005 g/division (up to 100 g load)
  • Crushing & Grinding:
    • Jaw crusher + disc pulverizer for ~4 kg aggregate to pass 300-micron sieve
  • Sieves:
    • 300-micron and 150-micron IS 460-1962 compliant
  • Reaction Containers:
    • 50–75 ml stainless steel with airtight covers
  • Constant-Temperature Bath:
    • Maintain 80 ±1℃ for 24 h
  • Photometer:
    • Measures light transmission at ~410 nm wavelength

Chemical Reagents

  • Caustic Soda Solution: 1.000 N
  • Concentrated Sulphuric Acid: sp gr 1.84
  • Hydrochloric Acid: sp gr 1.19 (used in evaporation and digestion steps)

Test Procedure Highlights

  • Weigh 3 × 25.00 ± 0.05 g samples (300 to 150 micron fraction).
  • Add 25 ml 1.000 N caustic soda to each; one container as blank.
  • Seal and swirl to remove trapped air.
  • Evaporate 100 ml dilute solution with 5–10 ml HCl (sp gr 1.19) to dryness on steam bath 3 times.
  • Digest residue with HCl (1:1), dilute with hot water, filter, and wash silica thoroughly.

Table I (Permissible Weight Variations)

|

7Determination of Dissolved Silica

IS 2386 Part 7: Determination of Dissolved Silica (Photometric Method)

Key Steps & Formulas (Clause 3.8)

  1. Preparation of Calibration Curve (3.8.3.1):

    • Prepare silica standard solutions (0.0 to 0.5 mmol/L) by diluting sodium silicate stock.
    • To 100 ml volumetric flask (~50 ml water), add:
      • Known aliquot of sodium silicate solution
      • 2 ml ammonium molybdate solution
      • 1 ml hydrochloric acid (1:1)
    • Swirl and stand for 15 minutes at room temperature.
    • Add 1.5 ± 0.2 ml oxalic acid solution.
    • Fill to mark with water, mix, and stand for 5 ± 0.1 minutes.
    • Measure light transmission at specified wavelength.
  2. Measurement of Sample (3.8.4):

    • Transfer 10 ml aliquot of diluted sample to 100 ml volumetric flask.
    • Follow same reagent addition and timing as calibration.
    • Read silica concentration directly from calibration curve.
    • Adjust aliquot size if transmittance <30% or >50%.

Summary Table for Reagents & Timings

StepVolume (ml)Time (min)Notes
Ammonium molybdate2.0-Add first
Hydrochloric acid (1:1)1.0-Add with molybdate
Standing (1st)-15Room temperature
Oxalic acid1.5 ± 0.2-Add after 15 min
Standing (2nd)-5 ± 0.1Before measurement

Notes:

  • Calibration curve correlates light transmission (%) with silica concentration (mmol/L).
  • Use aliquot adjustment to maintain transmittance in 30-50% range for accuracy.
flowchart TD
    A[Prepare Sodium Silicate Standards] --> B[Add Ammonium Molyb
8Interpretation of Results

IS 2386 (Part 7) - Interpretation of Results: Key Points

1. Permissible Variations & Sensibility

  • Load 2000 g on scales: ±2.0 g variation allowed; new scales ±1.0 g.
  • Weights in use: Permissible variations as per Table I (values halved for new weights).
  • Sensibility reciprocal: ≤ 2 × permissible variation.
  • Balances:
    • Capacity ≥ 100 g per pan.
    • Beam arms equal within 2/100,000 (in use) or 1/100,000 (new).
    • Reproducibility: ±0.0002 g.
    • Sensibility reciprocal ≤ 0.0005 g/division up to 100 g load.
    • Rapid weighing devices error ≤ 0.0001 g.

2. Equipment Specifications

  • Crushing/Grinding: Equipment to reduce ~4 kg aggregate to pass 300-micron sieve.
  • Sieves: 300 & 150-micron woven wire cloth (IS 460-1962).
  • Reaction Containers: 50-75 ml, stainless steel, airtight.
  • Constant Temp Bath: 80 ±1℃ for 24 h.
  • Photometer: Measures light transmission at ~410 nm.

3. Reporting Results (Clause 2.9)

Include:

  • Aggregate & cement type/source.
  • Cement alkali content (% K2O, Na2O, Na2O eq.).
  • Average length change (%).
  • Aggregate grading details.
  • Specimen examination features.
  • Mixing water % by cement weight.
  • Pozzolana details and chemical analysis.

4. Rounding Off (Clause 0.5)

  • Follow IS 2-1960 rules.
  • Retain significant digits as per specified values.

Table I (Permissible Variations on Weights in Use) - Summary

Weight (g)Permissible Variation (g)
1±0.0001
2±0.0002
5±0.0005
10±0.001
20±0.002
50±0.005
9Repeatability and Accuracy

IS 2386 Part 7 — Repeatability and Accuracy Key Points

1. Calibration & Error Correction (Clause 12.5 Note 2)

  • Calibrate micrometers/measuring devices across their range.
  • Determine periodic and cumulative errors.
  • Apply corrections to observed data for accuracy.

2. Permissible Variation on Scales (Clause 2.0)

  • For scales in use at 2000 g load: ±2.0 g variation allowed.
  • For new scales: variation should be half (±1.0 g).
  • Sensibility reciprocal ≤ 2 × permissible variation.

3. Weights Permissible Variations (Table I)

Weight (g)Permissible Variation (g)
1000±0.50
900±0.45
750±0.40
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
  • For new weights, permissible variation is half the above.

4. Balances (Clause c)

  • Capacity ≥ 100 g per pan.
  • Beam arms equal within:
    • 2 parts in 100,000 (in use),
    • 1 part in 100,000 (new).
  • Reproducibility: ±0.0002 g.
  • Sensibility reciprocal ≤ 0.0005 g/division for loads ≤ 100 g.
  • Rapid weighing devices must not introduce errors > 0.0001 g.

Sensibility Reciprocal Definition:

Weight required to move the pointer by one scale division.


This ensures high precision and repeatability in gravimetric tests per IS 2386 Part 7 standards.

10Notes on Testing Conditions

IS 2386 Part 7: Notes on Testing Conditions – Key Specifications

  • Tamper (Clause 12.5 g):

    • Material: Non-absorptive, non-abrasive (medium-hard rubber or seasoned oak wood paraffin-treated at ~200℃ for 15 min)
    • Cross-section: 12.5 mm × 25 mm
    • Length: 125 or 150 mm
    • Tamping face: Flat, perpendicular to length
  • Trowel (Clause 12.5 h):

    • Steel blade, length 100–150 mm, straight edges
  • Containers (Clause 12.5 j):

    • Corrosion-resistant with tight-fitting covers to prevent moisture loss
    • Specimens supported vertically, 25 mm above water surface
    • Specimens must not touch container sides or each other
    • Prevent water splashing and condensate dripping
  • Length Comparator (Clause 12.5 k):

    • Contact: Positive, reproducible with gauge stud
    • Measuring device: Dial micrometer, graduation 0.002 mm
    • Accuracy: ±0.002 mm (0.02 mm range), ±0.004 mm (0.25 mm range)
    • Range: Sufficient for gauge length variations
  • Scales and Weights (Clause 2.0 & b):

    • Permissible variation at 2000 g load: ±2.0 g (in-use), half for new scales
    • Weights variation as per Table I (not provided here)
  • Balances (Clause 2.0 c):

    • Capacity ≥100 g per pan
    • Beam arms equal within 2 parts in 100,000 (in use)
    • Reproducibility: 0.0002 g
    • Sensibility reciprocal ≤0.0005 g/division up to 100 g
  • Other Equipment:

    • Crushing/grinding: Jaw crusher + disc pulverizer for 4 kg to pass 300-micron sieve
    • Sieves: 300-micron & 150-micron woven wire cloth (IS 460-1962)
    • Reaction containers: 50–75 ml, stainless steel, airtight
    • Constant-temperature bath: 80 ±1℃ for 24 h
    • Photometer: Measures light transmission at
11References to Related Standards

IS 2386 Part 7 primarily covers testing of concrete aggregates, with key references and specifications as follows:

Key Specifications:

  • Reference to ASTM Standards: ASTM standards are used as supplementary guidance for test methods.
  • Rounding Off (IS 2-1960):
    • Results must be rounded off according to IS 2-1960 rules.
    • Retain the same number of significant digits as the specified value in IS 2386.
  • Latest Standards:
    • Any referenced Indian Standard should be interpreted as the latest version.

Important Notes:

  • IS 2386 Part 7 does not cover contract provisions—focuses solely on technical testing.
  • For detailed testing procedures, refer to the latest versions of referenced IS and ASTM standards.

Summary Table for Rounding (IS 2-1960):

Specified Value PrecisionRound Off Result to Same Precision
2 decimal placesRound to 2 decimal places
3 significant figuresRound to 3 significant figures
flowchart LR
    A[IS 2386 Part 7 Testing] --> B[Refer ASTM Standards]
    A --> C[Use IS 2-1960 for Rounding]
    A --> D[Refer Latest IS Versions]
    B --> E[Supplementary Guidance]
    C --> F[Maintain Specified Precision]

This ensures consistency and compliance across testing and reporting of aggregate properties.

12Annexure: Mould and Apparatus Details

IS 2386 Part 7 — Annexure: Mould and Apparatus Details

Key Specifications & Dimensions

ItemDetails
TamperMedium-hard rubber or seasoned oak wood (paraffin treated at ~200℃ for 15 min)
Cross-section: 12.5 × 25 mm, Length: 125 or 150 mm
Flat tamping face, perpendicular to length
TrowelSteel blade, length: 100 to 150 mm, straight edges
ContainersCorrosion-resistant, tight-fitting covers, vertical support with specimen 25 mm above water
Spacers to avoid specimen contact, prevent splashing and condensation
Length ComparatorDial micrometer reading to 0.002 mm units, accuracy ±0.002 mm (0.02 mm range)
Range to accommodate gauge length variations, positive contact with gauge stud
Calibration against standards regularly
Specimen MouldsSingle or double moulds, preferred single
Dimensions: 25 × 25 mm cross-section ± 0.75 mm, gauge length 250 ± 2.5 mm
Gauge studs: diameter 6.3 mm, penetration 15.0 to 16.5 mm
Moulds made of steel or hard metal, rigid to prevent warping
Mixing BowlStainless steel, capacity 5 to 8 litres, per Fig. 3

Dimensional Summary (mm)

ComponentDimension (mm)
Tamper cross-section12.5 × 25
Tamper length125 or 150
Trowel length100 to 150
Specimen cross-section25 × 25 ± 0.75
Gauge length250 ± 2.5
Gauge stud diameter6.3
Gauge stud penetration15.0 to 16.5

Mould Assembly (Simplified Diagram)

Popular Questions About IS 2386 Part 7

?What is the procedure for preparing aggregate samples for alkali reactivity testing?

Procedure for Preparing Aggregate Samples for Alkali Reactivity Testing (IS 2386 Part 7):

  • Selection & Processing:

    • Fine aggregate: Use material processed with minimum crushing (Clause 2.4.1).
    • Coarse aggregate: Crush to produce a graded product representative of the proposed use.
    • If the same quarried material is used as both fine and coarse aggregate, test fine aggregate sizes unless coarse fractions differ significantly in composition.
  • Sample Size for Testing:

    • Crush and sieve aggregate to pass a 300-micron IS sieve and be retained on a 150-micron IS sieve (Clause 3.1).
  • Notes:

    • Crushing coarse aggregate to sand size may increase surface area and cause accentuated expansion.
    • Excessive expansion in crushed coarse aggregate must be verified by concrete specimen tests before classifying as reactive.

Summary Table of Sample Preparation

Aggregate TypeProcessingSieve Sizes for Test Sample
Fine AggregateMinimal crushing150 µm < size ≤ 300 µm
Coarse AggregateCrushed to graded product150 µm < size ≤ 300 µm

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This ensures a representative and standardized sample for alkali reactivity testing per IS 2386 Part 7.

?How are mortar specimens stored and measured to assess expansion?

Storage and Measurement of Mortar Specimens for Expansion (IS 2386 Part 7)

  • Moulding: Fill moulds in two layers, compact each with a tamper, ensuring homogeneous specimens (Clause 2.5.5).

  • Initial Measurement (24 ± 2 h):

    • Remove specimens from moulds.
    • Measure length at 27 ± 2°C using a comparator.
    • Protect specimens from moisture loss before measurement.
    • Always orient specimens with the same end uppermost in the comparator (Clause 2.6.2).
  • Storage:

    • Place specimens vertically in a container at 38 ± 2°C, over water but not in contact.
    • Specimens placed in a container must be from the same day.
    • Do not mix specimens of different ages in the same container until previous are at least 28 days old.
    • Change water and clean container at each measurement (Clause 2.6.2).
  • Subsequent Measurements:

    • Before measuring, acclimatize specimens, comparator, and reference bar at 27 ± 2°C for at least 16 hours.
    • Record length changes at 1, 2, 3, 6, 9, 12 months, and every 6 months thereafter (Clause 2.7).
  • Calculation:

    • Expansion (%) = [(Length at time t - Length at 1 day) / Effective gauge length] × 100
    • Report average of 4 specimens to nearest 0.01%.
    • Negative values indicate contraction (Clause 2.7).
Loading diagram...

This procedure ensures consistent, reliable expansion measurement of mortar specimens.

?What types of cement should be used in alkali-aggregate reactivity tests?

According to IS 2386 Part 7, for alkali-aggregate reactivity tests:

  • Use Ordinary Portland Cement (OPC) with an alkali content ≥ 1.0% (expressed as Na₂O + 0.658 K₂O).
  • This is a revision from the earlier requirement of 0.6% alkali content (Note 1 under Clause 2.4.3).
  • The cement-aggregate combination remains as specified, only the alkali content requirement changes.

Summary:

ParameterRequirement
Cement typeOrdinary Portland Cement (OPC)
Alkali content (Na₂O + 0.658 K₂O)1.0% (for evaluation)

This higher alkali content ensures a more reliable evaluation of potential expansive alkali reactivity in mortar bars.

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?How is the chemical method used to determine potential alkali reactivity?

Chemical Method for Determining Potential Alkali Reactivity (IS 2386 Part 7)

  • Objective: Measures the potential alkali reactivity of aggregates by quantifying the reaction between aggregate and 1 N NaOH solution.
  • Sample Preparation: Aggregate is crushed and sieved to pass a 300-micron IS sieve but retained on a 150-micron IS sieve.
  • Test Conditions: The aggregate reacts with 1 N sodium hydroxide solution at 80°C for 24 hours.
  • Measurement: The amount of reaction (usually indicated by dissolved silica or change in solution characteristics) reflects the aggregate's potential to react deleteriously with alkalis in cement.

Summary of Steps:

  1. Crush and sieve aggregate (150–300 microns).
  2. Immerse in 1 N NaOH solution.
  3. Maintain at 80°C for 24 hours.
  4. Analyze the reaction extent (chemical changes).

This method is a screening test; results should be correlated with mortar bar expansion tests and petrographic examination for final assessment.

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?What criteria indicate a potentially deleterious alkali-aggregate reaction?

Criteria for Potentially Deleterious Alkali-Aggregate Reaction (IS 2386 Part 7):

  • The test results are plotted on a graph (Fig. 6) with axes representing chemical parameters R and S.
  • Potentially deleterious reaction is indicated if the data point lies to the right of the boundary line in Fig. 6.
  • More specifically, if the point lies to the right of the boundary and above the line from (R=75, S=70) to (R=125, S=1000), the aggregate may cause alkali reactivity with low expansion in mortar bar tests.
  • In such cases, chemical test results should be accepted as indicating potential deleterious reactivity, unless proven otherwise by supplementary tests.
  • Supplementary tests involve mixing the test aggregate with an inert aggregate (e.g., quartz, Ennore sand, or chert-free limestone) in proportions from 5:95 to 50:50 by weight to confirm innocuous behavior.

Summary Table of Criteria

ConditionInterpretation
Data point right of boundaryPotentially deleterious alkali reactivity
Data point above line R=75 to R=125Likely alkali-reactive with low expansion
Supplementary tests neededTo confirm innocuous nature if above conditions met

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This approach ensures reliable identification of aggregates that may cause alkali-aggregate reaction (AAR) problems in concrete.

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