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IS 15124 : 2002Guidelines for construction of underground structures using New Austrian Tunneling Method (NATM)

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ÖNORM B 2203-1 · ITA Report 019 · Specification for Tunnelling, 4th Edition (2020)
CurrentSpecializedGuidelinesBIMGeotechnical · Tunneling and Underground Structures
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OverviewValues6InternationalTablesFAQ4Related

IS 15124:2002 is the Indian Standard (BIS) for guidelines for construction of underground structures using new austrian tunneling method (natm). This standard provides guidelines for the design and construction of tunnels and other underground structures using the New Austrian Tunneling Method (NATM). It covers the core principles, including the use of observational data, sequential excavation, and flexible support systems like shotcrete and rock bolts to mobilize the strength of the surrounding ground mass.

Provides guidelines for the design and construction of underground structures, including tunnels, using the New Austrian Tunneling Method (NATM).

Overview

Status
Current
Usage level
Specialized
Domain
Geotechnical — Tunneling and Underground Structures
Type
Guidelines
International equivalents
ÖNORM B 2203-1:2018 · Austrian Standards International (ASI), AustriaITA Report 019:2020 · International Tunnelling and Underground Space Association (ITA-AITES), InternationalSpecification for Tunnelling, 4th Edition (2020) · British Tunnelling Society (BTS), United KingdomDIN 18312:2016 · Deutsches Institut für Normung (DIN), Germany
Typically used with
IS 9012IS 2720IS 1786
Also on InfraLens for IS 15124
6Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! The success of NATM is critically dependent on high-quality, real-time monitoring and the ability to adapt the support system based on observed ground behavior.
! Contractual frameworks must be flexible (e.g., using rock classes and item rates) to accommodate changes in support requirements encountered during excavation, which is inherent to the NATM philosophy.
! Proper and timely installation of the initial shotcrete layer is crucial to limit ground deformation and ensure early mobilization of ground support.
Frequently referenced clauses
Cl. 4Principle of NATMCl. 5Geotechnical InvestigationsCl. 7Support ElementsCl. 8ExcavationCl. 9Instrumentation and Monitoring
Pulled from IS 15124:2002. Browse the full clause & table index below in Tables & Referenced Sections.
shotcreterock boltssteel ribslattice girdersconcrete

International Equivalents

Similar International Standards
ÖNORM B 2203-1:2018Austrian Standards International (ASI), Austria
HighCurrent
Underground construction works - Contract standard - Part 1: Tunnelling works using cyclic driving method
Defines contractual and execution principles for cyclic tunnelling, which is the core of the NATM philosophy.
ITA Report 019:2020International Tunnelling and Underground Space Association (ITA-AITES), International
HighCurrent
ITA Guidelines for Sprayed Concrete Lining (SCL) Design
Provides detailed guidance on the design of Sprayed Concrete Linings (SCL), a fundamental component of NATM.
Specification for Tunnelling, 4th Edition (2020)British Tunnelling Society (BTS), United Kingdom
MediumCurrent
Specification for Tunnelling
A comprehensive specification for tunnelling works, including detailed requirements for SCL (NATM) construction.
DIN 18312:2016Deutsches Institut für Normung (DIN), Germany
MediumCurrent
German construction contract procedures (VOB) - Part C: General technical specifications in construction contracts (ATV) - Underground construction works
Focuses on contractual and technical specifications for underground works, including shotcrete methods integral to NATM.
Key Differences
≠IS 15124 is a 'guideline' offering principles, whereas standards like ÖNORM B 2203-1 are 'contract standards' that are legally binding and highly prescriptive regarding execution, measurement, and payment.
≠International standards like ÖNORM and ITA guidelines have detailed classifications for shotcrete early strength (e.g., J1, J2, J3 classes) and energy absorption (toughness), which are not explicitly defined in IS 15124.
≠European standards often use ground/excavation classes directly linked to pre-defined support category tables within the standard itself. IS 15124 recommends using international rock mass classifications (RMR, Q-System) to derive support, making the link less direct and more designer-dependent.
≠While IS 15124 mandates monitoring, international specifications like the BTS Specification for Tunnelling often provide more explicit requirements for instrumentation density, reading frequency, and pre-defined trigger levels (amber/red) for action.
Key Similarities
≈All standards are based on the core NATM philosophy of mobilizing the inherent strength of the ground to form a self-supporting arch, using a flexible lining.
≈The 'Observational Method' is a central tenet in all documents, emphasizing monitoring of ground behavior to verify the design and allow for adjustments to support measures during construction.
≈The primary support elements are consistent across all standards: shotcrete (sprayed concrete), rock bolts/anchors, and lattice girders/steel ribs.
≈All standards place a strong emphasis on the critical importance of comprehensive geotechnical investigation and ground characterization as the basis for design and support selection.
≈The construction sequence of sequential excavation, immediate application of initial support, and monitoring is a shared fundamental principle.
Parameter Comparison
ParameterIS ValueInternationalSource
Shotcrete Compressive Strength (28-day)Recommends grades like M25 to M35 (25-35 MPa), to be specified by the designer.Specifies strength classes, e.g., C25/30 or C30/37 (25 or 30 MPa characteristic cylinder strength).ITA Report 019:2020 (referencing Eurocode 2)
Shotcrete Early Strength ClassNot formally defined; general requirement for early strength gain.Defined classes like J1, J2, J3 based on strength vs. time curve (e.g., J2: ≥10 MPa at 24 hours).ÖNORM B 2203-1:2018
Primary Lining Shotcrete ThicknessDesign-dependent, typically 50mm to >250mm based on rock class.Often specified in support-class tables, e.g., 'Class A: 150mm', 'Class B: 200mm'.ÖNORM B 2203-1:2018
Waterproofing Membrane ThicknessRecommends use but does not specify thickness (typically 2.0 mm in practice).Minimum thickness is often specified, e.g., '2.0 mm' for PVC or HDPE sheets.BTS Specification for Tunnelling, 4th Ed.
Convergence Monitoring Frequency (Initial)Left to designer's discretion; typically once per shift after installation.Often specified contractually, e.g., '3 readings within first 24 hrs, then daily for 3 days'.BTS Specification for Tunnelling, 4th Ed.
Shotcrete Toughness/Energy AbsorptionNot explicitly specified; may refer to fiber dosage.Specifies required energy absorption values from panel tests (e.g., 700 Joules for Class E700).ITA Report 019:2020
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Initial shotcrete layer thickness50-75 mm
Minimum 28-day compressive strength for shotcrete30 MPa
Typical rock bolt spacing (moderate rock)1.5 m x 1.5 m
Maximum allowable convergence limit1-2% of tunnel span
Typical round length in fair rock1.5 - 3.0 m
Monitoring station distance from face2-3 m

Tables & Referenced Sections

Key Tables
Table 1 - Rock Mass Classification and Support Categories
Table 2 - Typical Support Systems for Different Rock Classes
Key Clauses
Clause 4 - Principle of NATM
Clause 5 - Geotechnical Investigations
Clause 7 - Support Elements
Clause 8 - Excavation
Clause 9 - Instrumentation and Monitoring

Related Resources on InfraLens

Cross-Referenced Codes
IS 9012:1978Grouting for Foundation Improvement - Code of...
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IS 2720:1973Methods of test for soils - Determination of ...
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IS 1786:2008High Strength Deformed Steel Bars and Wires f...
→

Frequently Asked Questions4

What is the core principle of NATM?+
To use the inherent strength of the surrounding rock/soil mass as the primary structural component by applying a thin, flexible support system shortly after excavation to control deformation. (Clause 4)
What are the key support elements in NATM?+
The primary support elements are shotcrete, rock bolts, and sometimes steel ribs or lattice girders, which work together with the ground to form a composite load-bearing ring. (Clause 7)
Why is monitoring so important in NATM?+
Monitoring (e.g., convergence measurements) provides real-time data on ground deformation, allowing engineers to verify the design, ensure stability, and adjust support measures as needed. It is the cornerstone of the observational approach. (Clause 9)
What is a 'round length'?+
The length of tunnel excavated in one cycle of drilling, blasting, and mucking. Its length is determined based on the stand-up time and stability of the ground. (Clause 8.3)

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