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IS 13077 : 1991Guide for preparation and use of mud mortar in masonry

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DIN 18947 · NZS 4298 · ASTM E2392 / E2392M - 10(2016)
CurrentSpecializedGuidelinesMaterials Science · Building Construction Practices incl. Painting, Varnishing
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OverviewValues6InternationalTablesFAQ4Related

IS 13077:1991 is the Indian Standard (BIS) for guide for preparation and use of mud mortar in masonry. This standard serves as a guide for selecting suitable soils and preparing mud mortar for use in masonry. It outlines the process from material selection, preparation, and application to the protection of finished mud masonry walls, primarily for low-cost and rural construction.

Guide for preparation and use of mud mortar in masonry

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Building Construction Practices incl. Painting, Varnishing
Type
Guidelines
International equivalents
DIN 18947:2013-08 · Deutsches Institut für Normung (Germany)NZS 4298:2020 · Standards New Zealand (New Zealand)ASTM E2392 / E2392M - 10(2016) · ASTM International (USA)HB 195-2002 · Standards Australia (Australia)
Typically used with
IS 1498IS 2116IS 2720
Also on InfraLens for IS 13077
6Key values1Tables4FAQs
Practical Notes
! The quality of mud mortar is highly dependent on local soil properties; always test soil as per the IS 2720 series before large-scale use.
! Protecting mud masonry from rain is critical for its durability. Ensure a good roof overhang and consider applying a stabilized mud plaster or lime plaster externally.
! Adding stabilizers like chopped straw, rice husk, or cow dung can significantly improve workability and reduce shrinkage cracking in the mortar.
Frequently referenced clauses
Cl. 4MaterialsCl. 5Preparation of MortarCl. 6Use of Mud MortarCl. 7Protection of Mud Mortar Masonry
Pulled from IS 13077:1991. Browse the full clause & table index below in Tables & Referenced Sections.
mudsoilclaymortarstabilizers

International Equivalents

Similar International Standards
DIN 18947:2013-08Deutsches Institut für Normung (Germany)
HighCurrent
Earth mortar - Terms and definitions, requirements and test methods
Directly addresses the composition, requirements, and testing of earth mortars for masonry.
NZS 4298:2020Standards New Zealand (New Zealand)
HighCurrent
Materials and workmanship for earth buildings
Covers all materials for earth buildings, with specific sections and requirements for mortars used in earth masonry.
ASTM E2392 / E2392M - 10(2016)ASTM International (USA)
MediumCurrent
Standard Guide for Design of Earthen Wall Systems
A broader guide for entire earthen wall systems (rammed earth, adobe, etc.), where mortar is one component among many.
HB 195-2002Standards Australia (Australia)
MediumCurrent
The Australian Earth Building Handbook
A comprehensive handbook, not a formal standard, providing guidance on earth mortars as part of overall earth construction practices.
Key Differences
≠IS 13077 is a prescriptive guide suggesting mix proportions, whereas modern international standards like DIN 18947 are performance-based, specifying required outcomes like minimum compressive strength and maximum shrinkage.
≠The Indian standard explicitly allows for traditional organic additives like cow dung, which are prohibited in German (DIN) and New Zealand (NZS) standards due to concerns about decomposition, pests, and performance variability.
≠International standards (NZS 4298, DIN 18947) mandate rigorous laboratory testing for compressive strength, flexural strength, and durability (e.g., water erosion tests), which are not required by IS 13077.
≠IS 13077 relies on simple field identification tests for soil suitability (e.g., thread test, shake test), while international counterparts require laboratory-based soil classification (e.g., Atterberg limits, detailed particle size distribution) for formal compliance.
Key Similarities
≈All standards recognize the fundamental principle of using a balanced soil with appropriate proportions of clay (binder), silt, and sand (aggregate and shrinkage control).
≈Both IS 13077 and international standards identify the control of shrinkage cracking as a critical factor for mortar quality, recommending the use of well-graded sandy soils to minimize it.
≈The concept of using fibrous additives is common. IS 13077 mentions straw ('bhusa'), and international standards also permit the use of natural or synthetic fibres to improve cohesion and reduce cracking.
≈The basic preparation process of dry mixing soil and sand, followed by the gradual addition of water to achieve a workable, plastic consistency, is a common methodology across all standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Recommended Mortar Joint Thickness15 to 20 mm10 to 15 mmNZS 4298:2020
Soil Composition (Clay Content)10 - 15%10 - 25% (for adobe mortar soil)NZS 4298:2020
Compressive Strength of MortarNot specified in the standard.≥ 0.4 N/mm² (for unstabilised earth mortar Class U I)DIN 18947:2013
Linear Shrinkage LimitQualitative guidance only; no quantitative limit.≤ 2.0%NZS 4298:2020
Use of Organic Binders (e.g., Dung)Permitted (cow dung is mentioned as a binder).Prohibited (organic content limited to <1-5% by mass, excluding specified fibres).DIN 18947:2013
Durability Requirement (Water)No quantitative test specified.Performance test required (e.g., max erosion depth of 2mm in a standard spray test).NZS 4298:2020
Stabilizer (Cement/Lime)Mentioned as an option (bitumen, cement).Permitted, but with strict limits (e.g., typically < 10% by weight) to maintain vapour permeability.NZS 4298:2020
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Recommended liquid limit of soil< 40%
Recommended plasticity index of soil9% to 18%
Maximum coarse sand content in soil< 30%
Minimum combined silt and clay content> 50%
Mortar soaking/maturing period24 to 48 hours
Typical compressive strength of mud mortar cubes0.2 to 0.5 N/mm²

Tables & Referenced Sections

Key Tables
Table 1 - Suitability of Soils for Mud Mortar
Key Clauses
Clause 4 - Materials
Clause 5 - Preparation of Mortar
Clause 6 - Use of Mud Mortar
Clause 7 - Protection of Mud Mortar Masonry

Related Resources on InfraLens

Cross-Referenced Codes
IS 1498:1970Classification and identification of soils fo...
→
IS 2116:1980Sand for masonry mortars - Specification
→
IS 2720:1973Methods of test for soils - Determination of ...
→

Frequently Asked Questions4

What is the ideal soil for making mud mortar?+
Soil with a liquid limit under 40% and a plasticity index between 9 and 18%. The combined silt and clay content should be over 50% (Table 1).
How long should the mud mortar mix be left before using it?+
The soil-water mix should be allowed to soak or mature for at least 24 to 48 hours to improve its plasticity and workability (Clause 5.2).
What is the main limitation of mud mortar?+
Its low strength and poor resistance to water. It is not recommended for structures exposed to heavy rain, flooding, or for buildings more than two storeys high (Clause 1.2).
How can mud masonry walls be protected?+
Through measures like a damp-proof course, wide roof overhangs, and applying a protective plaster on the external face (Clause 7).

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