IS 17251982AI Search Enabled✦ AI Generated

soil-based blocks used in general building construction

IS 1725:1982 specifies the requirements and testing methods for soil-based blocks used in general building construction in India. It defines block sizes, physical and mechanical properties including compressive strength and weathering resistance, and mandates marking and sampling procedures to ensure quality. This standard is essential for manufacturers, engineers, and quality controllers involved in producing or using soil-cement blocks for structural and non-structural applications.

7Sections
85Clauses Indexed
AI Search Ready
1982Edition
Clay and Stabilized Soil Products for ConstructionCategory
Alternative search terms: IS 1725 PDF, IS 1725 pdf free download, IS 1725 free download pdf, IS1725 PDF, IS-1725 PDF, IS 1725 1982 PDF, IS 1725:1982 PDF, IS 1725-1982 PDF, IS 1725 (1982) PDF, IS 1725 1982 edition PDF, IS 1725 edition 1982 PDF

What This Standard Covers

IS 1725:1982 specifies the requirements and testing methods for soil-based blocks used in general building construction in India. It defines block sizes, physical and mechanical properties including compressive strength and weathering resistance, and mandates marking and sampling procedures to ensure quality. This standard is essential for manufacturers, engineers, and quality controllers involved in producing or using soil-cement blocks for structural and non-structural applications.

Who Uses This Standard

  • Civil Engineers
  • Construction Material Manufacturers
  • Quality Control Inspectors
  • Structural Engineers
  • Building Contractors
  • Material Testing Laboratories
  • Architects

Key Topics Covered

Block sizes and dimensional tolerances
Classification of blocks by compressive strength
Physical requirements including weathering resistance
Sampling procedures and conformity criteria
Marking and identification of blocks
Test methods for compressive strength
Weathering test parameters and procedures
Use of ISI Certification Mark
Frog dimensions and block design
Quality control and inspection requirements

Table of Contents

1Scope

IS 1725 - Scope: Key Specifications and Tables

Scope Summary:

  • Covers soil-cement blocks with specified sizes and weathering test procedures.
  • Focus on durability against weathering (rain impact and water exposure).

1. Block Sizes (Clause 4.1)

Length (cm)Breadth (cm)Height (cm)
1999
1994
29199

2. Weathering Test Procedure (Clause 4.1 & A-1)

  • Test Setup:

    • Block mounted with one face exposed.
    • Water shower at 18 cm distance.
    • Shower simulates rain drop diameter: 2 mm (medium) to 4 mm (high).
    • Terminal velocity of raindrops: 6.5 m/s.
    • Rainfall intensity: 15-30 mm/hr.
    • Exposure duration: 2 hours.
  • Acceptance Criteria:

    • Maximum pit diameter ≤ 1 cm.
    • Test on at least 3 blocks.

3. Units (SI Units)

QuantityUnitSymbol
Lengthmetrem
Masskilogramkg
Timeseconds
ForcenewtonN
Pressure, StresspascalPa

4. Test Specimens (Clause 2.1)

  • Select 3 whole blocks (A, B, C) after dimensional conformity test for weathering.

flowchart TD
    A[Select 3 Blocks] --> B[Mount block on test rig]
    B --> C[Expose one face to shower at 18 cm]
    C --> D[Simulate rain: 2-4 mm drops, 6.5 m/s velocity]
    D --> E[Expose for 2 hours]
    E --> F[Check pitting diameter ≤ 1 cm]
    F --> G{Pass/Fail}

Summary: IS 1725 defines soil-cement block sizes and a rigorous weathering

3Classification of Blocks

IS 1725: Classification and Specifications of Soil-Cement Blocks

1. Classification (Clause 3.1)

  • Blocks are classified into:
    • Class 20 (20 MPa minimum compressive strength)
    • Class 35 (35 MPa minimum compressive strength)

2. Block Sizes (Clauses 4.1 & 4.2)

Block Size (cm)Length (mm)Breadth (mm)Height (mm)
19 × 9 × 9372–388174–186174–186
19 × 9 × 4372–388174–18674–86
29 × 19 × 9570–590372–388174–186
  • Dimensions are measured for a sample of 20 blocks.
  • Length, breadth, and height tolerances ensure uniformity.

3. Material & Manufacturing (Clause 2.1)

  • Made from soil mixed with ordinary Portland cement or lime-pozzolana.
  • Mixing preferably done mechanically.
  • Blocks molded and cast as per specified sizes.

Summary Table: Block Classification and Sizes

ClassMin. Compressive Strength (MPa)Typical Size (cm)
202019×9×9, 19×9×4, 29×19×9
3535Same as above

flowchart LR
    A[Soil + Cement/Lime-Pozzolana] --> B[Mechanical Mixing]
    B --> C[Molding & Casting]
    C --> D[Blocks: Class 20 or Class 35]
    D --> E[Quality Check: Dimensions & Strength]

This classification ensures blocks meet strength and dimensional standards for structural use.

4Sizes and Dimensions

IS 1725: Sizes and Dimensions of Soil-Cement Blocks

Standard Sizes (Clause 4.1)

Length (cm)Breadth (cm)Height (cm)
1999
1994
29199

Dimensional Tolerances per 20 Blocks (Clause 4.2)

Block Size (cm)Length (mm)Breadth (mm)Height (mm)
19 × 9 × 9372–388174–186174–186
19 × 9 × 4372–388174–18674–86
29 × 19 × 9570–590372–388174–186

Note: Dimensions are total for 20 blocks (e.g., 19 cm × 20 = 380 mm nominal length).

Testing Procedure for Dimensions (Clause A-4.1)

  • Blocks mounted on test rig with one face exposed to water shower.
  • Shower distance: 18 cm.
  • Exposure time: 2 hours.
  • Check for pitting; max pit diameter ≤ 1 cm to pass.

Summary:

  • 3 standard block sizes with specified dimensions.
  • Dimensional tolerance ensures quality control.
  • Weathering test ensures durability of exposed surfaces.
flowchart LR
    A[Block Size Selection]
    B[Dimension Check per 20 Blocks]
    C[Mount on Test Rig]
    D[Water Shower Exposure (2 hrs)]
    E[Inspect for Pitting ≤ 1 cm]
    F[Pass/Fail]

    A --> B --> C --> D --> E --> F

This ensures soil-cement blocks meet IS 1725 quality and dimensional standards.

5Physical Requirements

IS 1725: Physical Requirements Summary

1. Frog Specification (Clause 4.3)

  • Each block must have a frog on one flat side.
  • Frog dimensions: 10 cm × 4 cm, depth 1 cm.

2. Dimensional Tolerances (Clause 4.2, Table 4)

Block Size (cm)Length (mm)Breadth (mm)Height (mm)
19 × 9 × 9372–388174–186174–186
19 × 9 × 4372–388174–18674–86
29 × 19 × 9570–590372–388174–186

3. Weathering Requirements (Clause 5.3 & Appendix A)

  • Maximum weight loss after weathering test: ≤ 5%.
  • Weathering test simulates:
    • Raindrop diameter: 2 mm (medium) to 4 mm (high intensity).
    • Terminal velocity: max 6.5 m/s.
    • Rainfall intensity: 15–30 mm/hr.

4. Sampling & Test Specimens (Clause 6.5)

  • Weathering test parameters replicate natural rainfall impact conditions for durability assessment.

This ensures blocks meet dimensional accuracy and durability for structural use.

flowchart LR
    A[Block with Frog] --> B[Dimension Check]
    B --> C{Within Tolerance?}
    C -->|Yes| D[Proceed to Weathering Test]
    C -->|No| E[Reject Batch]
    D --> F[Weight Loss ≤ 5%?]
    F -->|Yes| G[Conforms to IS 1725]
    F -->|No| E
6Sampling and Criteria for Conformity

IS 1725: Sampling and Criteria for Conformity

Key Points from Clause 6 (Sampling & Conformity)

  • Sampling and conformity criteria follow IS 5454-1978.
  • Blocks are sampled after dimensional conformity tests.
  • From the sample, 3 whole blocks (specimens A, B, C) are selected for further tests (Clause A-2.1).

Weathering Test (Clause 5.3 & Appendix A)

  • Maximum weight loss after weathering test: ≤ 5%.
  • Spray test (Clause 4.1):
    • Block face exposed to shower water at 18 cm distance for 2 hours.
    • Water must drain without wetting other faces.
    • Pitting diameter on surface must be ≤ 1 cm for passing.
    • Minimum 3 blocks tested.

Summary Table for Spray Test Setup

ParameterValue
Shower distance18 cm
Exposure duration2 hours
Max pit diameter allowed1 cm
Number of blocks tested≥ 3

Sampling Procedure (IS 5454-1978)

  • Follow standard sampling plan for lot acceptance.
  • Test specimens selected randomly.
  • Acceptance criteria based on sample test results per IS 5454.

flowchart TD
    A[Sample Blocks] --> B{Dimensional Conformity Test}
    B -->|Pass| C[Select 3 Blocks (A,B,C)]
    C --> D[Weathering Test (Weight loss ≤ 5%)]
    C --> E[Spray Test (Pit ≤ 1 cm)]
    D & E --> F{Conformity Criteria Met?}
    F -->|Yes| G[Accept Lot]
    F -->|No| H[Reject Lot]

References:

  • IS 1725 Clause 6.1 & Appendix A
  • IS 5454-1978 for sampling methodology

This ensures quality control of blocks by dimensional, weathering, and spray tests with clear acceptance criteria.

7Marking

IS 1725 - Marking of Clay Building Bricks: Key Points

  • Clause 7.1: Each brick block must be marked in the frog (the indentation on one face) with the manufacturer's identification mark or initials.

  • Clause 7.1.1: Manufacturers may also use the ISI Certification Mark, which assures compliance with IS standards under ISI's inspection and quality control system.

Important Notes on ISI Mark:

  • Governed by the Indian Standards Institution (Certification Marks) Act.
  • Indicates production under continuous ISI supervision.
  • License conditions for ISI mark use are provided by ISI.

Marking Summary Table:

Marking LocationMarking TypePurpose
Frog of brickManufacturer's ID or initialsTraceability and manufacturer identification
OptionalISI Certification MarkQuality assurance and standard compliance

Additional Reference:

  • Marking ensures traceability and quality control.
  • ISI mark is a legal certification symbol, not just a logo.
flowchart TD
    A[Brick Block] --> B[Frog]
    B --> C[Manufacturer's Mark/Initials]
    B --> D[ISI Certification Mark (Optional)]
    C --> E[Traceability]
    D --> F[Quality Assurance]

This concise marking protocol ensures bricks meet IS 1725 standards and maintain quality traceability.

Appendix AWeathering Test

IS 1725 Weathering Test Key Points

1. Principle (Clause 6.5)

  • Rain drop diameter:
    • Medium intensity: ~2 mm
    • High intensity: ~4 mm
  • Maximum terminal velocity: 6.5 m/s at impact
  • Maximum rainfall intensity: 15-30 mm/hr

2. Test Specimens (Clause 5.3, A-2.1)

  • Select 3 whole blocks (Specimens A, B, C) after dimensional conformity test.

3. Spray Test Procedure (Clause 4.1, Table A-4)

  • Mount block exposing only one face to water spray.
  • Shower nozzles placed 18 cm from block.
  • Exposure duration: 2 hours.
  • Water drains freely, no immersion.
  • Examine surface for pitting:
    • Max pit diameter allowed: 1 cm.

4. Acceptance Criteria (Clause 5.3)

  • Maximum weight loss ≤ 5% after weathering test.

Summary Table

ParameterValue
Rain drop diameter2 mm (medium), 4 mm (high)
Terminal velocity6.5 m/s
Rainfall intensity15-30 mm/hr
Spray distance18 cm
Exposure time2 hours
Max pit diameter1 cm
Max weight loss5%
Number of specimens3 blocks (A, B, C)

flowchart TD
    A[Select 3 Blocks] --> B[Mount on Test Rig]
    B --> C[Expose One Face to Spray]
    C --> D[Spray Water @ 18 cm Distance]
    D --> E[2 Hours Exposure]
    E --> F[Check for Pitting (≤1 cm)]
    E --> G[Measure Weight Loss (≤5%)]
    F & G --> H{Pass/Fail}

This ensures durability of blocks against weathering as per IS 1725.

Popular Questions About IS 1725

?What are the standard sizes specified for soil-based blocks under IS 1725?

IS 1725 (1982) does not explicitly specify standard sizes for soil-based blocks in the provided context. However, typical practice for soil-based blocks (including stabilized mud blocks) generally follows these dimensions:

Common Standard Sizes for Soil-Based Blocks:

Dimension (mm)Description
230 x 115 x 75Standard modular block size
230 x 110 x 70Common size for stabilized blocks
300 x 150 x 100Larger blocks for specific structural use

Notes:

  • Sizes may vary based on regional practices and manufacturing capabilities.
  • Blocks should be uniform in size and shape for ease of construction.
  • IS 1725 focuses more on material properties and testing rather than dimensional standards.

For exact size specifications, refer to IS 2185 (Part 1) for concrete blocks or consult local building codes.

Loading diagram...

Summary: IS 1725 emphasizes quality and testing; size standards are typically aligned with modular masonry practices.

?What minimum compressive strength must soil-based blocks meet according to this standard?

According to IS 1725, soil-based blocks must meet the following minimum compressive strength requirements:

  • Class 20 blocks: Minimum average compressive strength = 20 kgf/cm²
  • Class 30 blocks: Minimum average compressive strength = 30 kgf/cm²

Additionally:

  • No individual block's compressive strength should be less than 80% of the minimum average (i.e., not more than 20% below the class minimum).

Summary Table

Block ClassMinimum Average Compressive Strength (kgf/cm²)Minimum Individual Block Strength (kgf/cm²)
Class 202016 (80% of 20)
Class 303024 (80% of 30)

Testing should follow IS 3495 (Part I) - 1976 procedures.

This ensures uniform quality and structural reliability for soil-based blocks in construction.

?How is weathering resistance tested and what are the acceptable limits?

Weathering Resistance Test (IS 1725: Clause 5.3 & Appendix A)

  • Test Principle (Appendix A): Simulates natural rainfall by controlling:

    • Raindrop diameter: 2 mm (medium intensity) to 4 mm (high intensity)
    • Terminal velocity of drops: max 6.5 m/s
    • Rainfall intensity: 15-30 mm/hr
  • Specimens: Three whole blocks (A, B, C) selected post dimensional conformity test.

  • Test Method: Blocks are subjected to simulated rainfall spray (spray test) replicating above parameters.

  • Acceptance Criteria:

    • Maximum loss of weight ≤ 5% after weathering test.
    • Indicates good resistance to surface erosion and durability.

Summary Table

ParameterValue
Raindrop diameter2 mm (medium) to 4 mm (high)
Terminal velocity≤ 6.5 m/s
Rainfall intensity15 - 30 mm/hr
Max weight loss allowed5%

Loading diagram...

This ensures blocks withstand natural weathering without significant erosion.

?What marking requirements are mandated for manufacturers of soil-based blocks?

IS 1725 does not explicitly specify marking requirements for manufacturers of soil-based blocks in the provided clauses.

General practice for marking soil-based blocks (based on engineering standards):

  • Manufacturer's name or trademark
  • Block type or classification
  • Date or batch number
  • Grade or strength class (if applicable)

This ensures traceability and quality control.


Summary for manufacturers:

Marking ElementPurpose
Manufacturer IDIdentifies source
Block Type/ClassIndicates block classification
Date/Batch NumberFor quality tracking
Strength GradeShows compliance with specs

If IS 1725 is silent, refer to IS 2185 (for concrete blocks) or general marking norms for masonry units for detailed guidance.

Loading diagram...
?What sampling procedures are recommended to ensure block conformity?

Sampling Procedure for Block Conformity as per IS 1725:

  • Sampling and conformity criteria are as per IS 5454-1978 (Clause 6.1).
  • Select 20 whole blocks at random from the production batch (Clause 4.2.1).
  • Remove blisters, loose clay, and projections before measurement.
  • Arrange blocks in a straight line, in contact, on a level surface.
  • Measure the overall length of the assembled blocks using a steel tape or an inextensible measure in one stretch.
  • If measuring in one row is impractical, divide into rows of 10 blocks, measure each row separately, then sum dimensions.
  • Dimensional limits for 20 blocks are specified (Clause 4.2):
Block Size (cm)Length (cm)Breadth (cm)Height (cm)
19×9×9372 - 388174 - 186174 - 186
19×9×4372 - 388174 - 18674 - 86
29×19×9570 - 590372 - 388174 - 186
  • From the sample, select 3 whole blocks for detailed testing (specimens A, B, C) after dimensional conformity check (Clause 2.1).

This ensures batch uniformity and block dimensional accuracy as per IS standards.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 1725. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required