InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 1725 : 1982soil-based blocks used in general building construction

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
NZS 4298 · KS 2164 · HB 195
CurrentSpecializedSpecificationMaterials Science · Clay and Stabilized Soil Products
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues6InternationalTablesFAQ3Related

IS 1725:1982 is the Indian Standard (BIS) for soil-based blocks used in general building construction. This standard lays down the requirements for solid soil-cement blocks (stabilized soil blocks) used in general building construction. It covers dimensions, material composition, manufacturing methods, and physical requirements like compressive strength and water absorption to promote durable low-cost housing.

soil-based blocks used in general building construction

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Clay and Stabilized Soil Products
Type
Specification
International equivalents
NZS 4298:1998 · Standards New Zealand (SNZ), New ZealandKS 2164:2010 · Kenya Bureau of Standards (KEBS), KenyaHB 195:2002 · Standards Australia, AustraliaXP P13-901 · Association Française de Normalisation (AFNOR), France
Typically used with
IS 269IS 3495IS 4332IS 5454
Also on InfraLens for IS 1725
6Key values1Tables3FAQs
Practical Notes
! Ensure the soil used is free from organic matter and deleterious materials; an optimal mix typically requires a clay fraction of 10-15%.
! Soil-cement blocks must be thoroughly cured (usually under damp conditions or by sprinkling water) for at least 28 days to achieve their target compressive strength.
! Best suited for load-bearing walls in single or double-story low-cost or rural structures where environmental exposure is moderate.
Frequently referenced clauses
Cl. 4MaterialsCl. 5ManufactureCl. 6Dimensions and TolerancesCl. 7Physical RequirementsCl. 9Sampling and Criteria for Conformity
Pulled from IS 1725:1982. Browse the full clause & table index below in Tables & Referenced Sections.
soil-cementstabilized soil blockscementsoil

International Equivalents

Similar International Standards
NZS 4298:1998Standards New Zealand (SNZ), New Zealand
HighCurrent
Materials and Construction for Earth Buildings
Covers materials and construction for various earth building forms, including pressed earth blocks.
KS 2164:2010Kenya Bureau of Standards (KEBS), Kenya
HighCurrent
Compressed Stabilized Earth Blocks — Specification
A direct product specification for compressed earth blocks stabilized with cement or lime.
HB 195:2002Standards Australia, Australia
MediumCurrent
The Australian Earth Building Handbook
A comprehensive handbook, not a standard, but provides detailed technical specifications for pressed earth blocks.
XP P13-901Association Française de Normalisation (AFNOR), France
HighCurrent
Blocs de terre comprimée pour murs et cloisons (Compressed earth blocks for walls and partitions)
The key French experimental standard defining requirements for compressed earth blocks.
Key Differences
≠IS 1725 specifies minimum compressive strength based on wet block testing (24-hour soak), whereas modern standards like NZS 4298 focus on dry strength supplemented by a minimum wet/dry strength ratio for durability.
≠The Indian standard uses a prescriptive maximum water absorption limit (15%) for durability, while standards like NZS 4298 and HB 195 use performance-based criteria like spray erosion tests and capillary rise (wick) tests.
≠IS 1725 provides a wide range of strength classes (from 20 to 100 kgf/cm²), while other standards like KS 2164:2010 set a single minimum threshold (e.g., 2.5 MPa) for all compliant stabilized blocks.
≠IS 1725 is a 1982 standard, making its approach more prescriptive. Newer documents (e.g., NZS 4298, HB 195) are more performance-oriented, allowing for greater material and process innovation as long as performance benchmarks are met.
Key Similarities
≈All standards are based on the fundamental use of soil as the primary constituent, with controls on soil suitability (e.g., plasticity tests, particle size distribution).
≈All standards recognize and accommodate the use of stabilizers, typically cement or lime, to improve the strength and water resistance of the blocks.
≈Compressive strength is a central performance requirement in all the standards, serving as the primary indicator of the block's structural capacity.
≈All listed standards specify permissible dimensional tolerances for the blocks to ensure regularity and quality in masonry construction.
≈Both IS 1725 and KS 2164 include a similar wire-brush test to assess the surface hardness and resistance of the blocks to abrasion and erosion.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Wet Compressive Strength1.96 N/mm² (for Class 20 blocks)2.5 MPa (N/mm²)KS 2164:2010
Water Absorption (24hr soak)Shall not exceed 15% by weightMaximum 15% by massKS 2164:2010
Primary Strength Test BasisWet strength after 24-hour soakingDry strength, with a separate wet/dry strength ratio for durabilityNZS 4298:1998
Minimum Dry Compressive StrengthNot specified (wet strength is the primary criterion)1.5 MPa (characteristic strength)NZS 4298:1998
Durability RequirementWater Absorption ≤ 15%Wet/Dry Strength Ratio ≥ 0.33NZS 4298:1998
Dimensional Tolerance (Length/Width)± 5 mm± 3 mmKS 2164:2010
Dimensional Tolerance (Height)± 3 mm± 3 mmKS 2164:2010
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
minimum compressive strength class 202.0 N/mm²
minimum compressive strength class 303.0 N/mm²
maximum water absorption15% by mass
maximum loss of mass in weathering5%
standard block lengths290 mm, 240 mm, or 190 mm
dimensional tolerance length±3 mm

Tables & Referenced Sections

Key Tables
Table 1 - Physical Requirements
Key Clauses
Clause 4 - Materials
Clause 5 - Manufacture
Clause 6 - Dimensions and Tolerances
Clause 7 - Physical Requirements
Clause 9 - Sampling and Criteria for Conformity

Related Resources on InfraLens

Cross-Referenced Codes
IS 269:2015Ordinary Portland Cement - Specification
→
IS 3495:1992Methods of Tests of Burnt Clay Building Brick...
→
IS 4332:2000Methods of test for stabilized soils, Part 1:...
→
IS 5454:1978Methods of sampling of clay building bricks
→

Frequently Asked Questions3

What is the minimum compressive strength for soil-cement blocks?+
The minimum compressive strength depends on the class: 2.0 N/mm² for Class 20 and 3.0 N/mm² for Class 30.
What is the maximum allowed water absorption for these blocks?+
The maximum permissible water absorption is 15% by mass after 24 hours of immersion in water.
What are the standard dimensions for soil-cement blocks?+
Standard nominal lengths are 290 mm, 240 mm, and 190 mm, with width and height varying based on the specific block designation.

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →