IS 120231987AI Search Enabled✦ AI Generated

Code of practice for field monitoring of movement of structures using tape extensometer

IS 12023:1987 provides a detailed code of practice for field monitoring of structural movements using tape extensometers. It guides engineers on the installation, measurement procedures, and maintenance of tape extensometers to observe displacements in slopes, tunnels, excavations, and various structures. This standard is essential for civil and geotechnical engineers involved in structural health monitoring and deformation assessment.

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88Clauses Indexed
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1987Edition
Soil and Foundation EngineeringCategory
Alternative search terms: IS 12023 PDF, IS 12023 pdf free download, IS 12023 free download pdf, IS12023 PDF, IS-12023 PDF, IS 12023 1987 PDF, IS 12023:1987 PDF, IS 12023-1987 PDF, IS 12023 (1987) PDF, IS 12023 1987 edition PDF, IS 12023 edition 1987 PDF

What This Standard Covers

IS 12023:1987 provides a detailed code of practice for field monitoring of structural movements using tape extensometers. It guides engineers on the installation, measurement procedures, and maintenance of tape extensometers to observe displacements in slopes, tunnels, excavations, and various structures. This standard is essential for civil and geotechnical engineers involved in structural health monitoring and deformation assessment.

Who Uses This Standard

  • Civil Engineers
  • Geotechnical Engineers
  • Structural Engineers
  • Foundation Engineers
  • Construction Supervisors
  • Instrumentation Specialists
  • Quality Control Engineers

Key Topics Covered

Installation of tape extensometer
Measurement procedures for displacement
Use of permanent reference studs/hooks
Tape tensioning and alignment
Field observation recording methods
Sources of measurement errors
Calibration and maintenance of instruments
Monitoring slope surface movements
Monitoring tunnel lining deformations
Measurement of excavation deformations
Displacement monitoring of structures
Limitations of tape extensometer use

Table of Contents

1Scope

IS 12023 - Scope: Key Specifications & Tables


Scope Summary (Clause 3.1.4 & 3.2)

  • Tape Extensometer System Components:

    • a) Tape extensometer unit (Fig. 1A)
    • b) Portable calibration frame (Fig. 1B)
    • c) Replaceable steel tape (Fig. 1C)
    • d) Replaceable dial gauge (Fig. 1D)
    • e) Tape adapter hook (Fig. 1E & 1F)
  • Permanent Reference Studs/Hooks:

    • a) Permanent reference stud hook (Fig. 2A)
    • b) Protective plug/cap (Fig. 2B & 2C)

Calibration & Convergence Measurement Formula

[ \text{Relative Convergence} = (A1 - C1) - (A2 - C2) ]

Where:

SymbolMeaning
A1Initial dial reading
C1Initial dial gauge reading
A2Final tape reading
C2Final dial gauge reading

Units (SI Units)

QuantityUnitSymbol
Lengthmetrem
ForcenewtonN
Pressure, StresspascalPa
EnergyjouleJ
PowerwattW

Notes

  • Final test results shall be rounded as per IS 2:1960.
  • Use permanent reference studs/hooks for accurate convergence monitoring.
  • Calibration is critical for reliable measurements.

flowchart LR
    A[Tape Extensometer Unit] --> B[Calibration Frame]
    A --> C[Steel Tape]
    A --> D[Dial Gauge]
    A --> E[Tape Adaptor Hook]
    F[Permanent Reference Stud] --> G[Protective Plug/Cap]

This summary provides the essential scope, components, calibration formula, and units from IS 12023 for tape extensometer usage in convergence measurement.

2Description of Tape Extensometer and Accessories

Tape Extensometer and Accessories (IS 12023)

Description (Clause 3.1 & 3.1.4)

A tape extensometer measures displacement between two points on a structure, useful for monitoring movement in slopes, tunnels, bridges, etc.

Components:

  • Tape extensometer unit (Fig. 1A)
  • Portable calibration frame (Fig. 1B)
  • Replaceable steel tape (Fig. 1C)
  • Replaceable dial gauge (Fig. 1D)
  • Tape adopter hook (Fig. 1E & IF)

Key Specifications:

  • Steel tape: Durable, replaceable, calibrated for precise length measurement.
  • Dial gauge: Measures tape elongation or contraction with fine resolution.
  • Calibration frame: Ensures accuracy by providing a known length for calibration.

Usage (Clause 6.1):

  • Fix tape adopter hooks at measurement points.
  • Attach tape extensometer unit between hooks.
  • Read dial gauge for displacement.
  • Calibrate regularly using the portable frame.

Typical Formula:

Displacement, ( \Delta L = L_{final} - L_{initial} )

Where:

  • ( L_{initial} ) = initial tape length between points
  • ( L_{final} ) = tape length after movement
flowchart LR
    A[Measurement Points] --> B[Tape Adopter Hooks]
    B --> C[Tape Extensometer Unit]
    C --> D[Dial Gauge Reading]
    D --> E[Displacement Calculation]

This setup provides accurate monitoring of structural movements as per IS 12023.

3Installation of Reference Studs and Hooks

IS 12023: Installation of Reference Studs and Hooks

Key Specifications & Installation Guidelines

  • Permanent Reference Stud/Hook (Clause 3.2a):

    • Use the Permanent Reference Stud Hook as per Fig. 2A.
    • Dimensions are provided in millimeters in the code figures.
  • Protective Plug/Cap (Clause 3.2b):

    • Use protective plugs/caps (Fig. 2B & 2C) to safeguard studs/hooks.
  • Pattern of Installation (Clause 5.1):

    • Install studs/hooks in predetermined patterns:
      • Radial grid or
      • Triangular grid
    • This arrangement is essential for monitoring lining convergence (see Fig. 3).
  • Tape Extensometer Setup (Clause 6.1.2):

    • Stretch the free end of the steel tape to the second reference stud/hook to measure displacement accurately.
  • Error Minimization (Clause 8.1):

    • Avoid loose connections of studs/hooks and anchor rods.
    • Ensure perfect alignment of tape and instrument with reference holes.
    • Maintain proper tension in the spring to prevent measurement errors.

Typical Installation Pattern (Radial Grid)

graph TD
    A[Central Point] --> B[Stud 1]
    A --> C[Stud 2]
    A --> D[Stud 3]
    B --> E[Stud 4]
    C --> F[Stud 5]
    D --> G[Stud 6]

Summary Table: Reference Stud/Hook Installation

ParameterSpecification
Stud/Hook TypePermanent Reference Stud Hook
Protective ElementProtective Plug/Cap
Installation PatternRadial or Triangular Grid
Measurement SetupTape stretched to 2nd stud/hook
Error ControlTight connections, alignment, tension

Note: Follow the exact dimensions and figures (Fig. 2A-C, Fig. 3) in IS 12023 for precise installation and calibration.

4Measurement Procedure

IS 12023: Measurement Procedure for Tape Extensometer (Clause 7.1 & Appendix A)

Key Formulas:

  • Relative Convergence (Movement) between two reference studs:

[ \text{Convergence} = (A1 - C1) - (A2 - C2) ]

Where:

  • (A1) = Initial dial reading
  • (C1) = Initial dial gauge reading
  • (A2) = Final tape reading
  • (C2) = Final dial gauge reading

Measurement Procedure:

  • Use the Tape Extensometer Unit comprising:

    • Tape extensometer (Fig. 1A)
    • Portable calibration frame (Fig. 1B)
    • Replaceable steel tape (Fig. 1C)
    • Replaceable dial gauge (Fig. 1D)
    • Tape adopter hook (Fig. 1E & IF)
  • Take readings by:

    1. Noting the visible pinhole position on the tape at the instrument nose.
    2. Recording the dial gauge reading.

Record of Observations Table (Proforma):

SI No.A1 (Initial dial)C1 (Initial gauge)A2 (Final tape)C2 (Final gauge)(A1-C1)(A2-C2)Convergence ((A1-C1)-(A2-C2))Remarks

Units & Symbols (SI Units):

  • Length: metre (m)
  • Force: newton (N) = 1 kg·m/s²
  • Pressure: pascal (Pa) = 1 N/m²

Rounding:

  • Final values must be rounded per IS 2-1960, maintaining significant figures consistent with the standard.

flowchart LR
    A[Tape Extensometer Unit] --> B[Take Initial Readings (A1, C1)]
    B --> C[Take Final Readings (A2, C2)]
    C --> D[Calculate Convergence: (A1-C1) - (A2-C2)]
    D --> E[Record & Analyze Results]

This ensures accurate convergence monitoring in structural foundations per IS 12023.

5Field Observation and Recording

IS 12023 - Field Observation and Recording (Clause 7.1 & Appendix A)

Key Specifications:

  • Observations of tape extensometer (convergence readings) must be recorded using the proforma in Appendix A.
  • The proforma captures initial and final readings from dial gauges and tape, calculating relative convergence.

Proforma Table Columns:

SI No.A1 (Initial dial reading)C1 (Initial dial gauge reading)A2 (Final tape reading)C2 (Final dial gauge reading)A1 - C1 (Initial distance)A2 - C2 (Final distance)(A1-C1) - (A2-C2) (Relative movement)Remarks

Key Formula:

[ \text{Relative Convergence} = (A1 - C1) - (A2 - C2) ]

  • A1, C1: Initial readings from dial and gauge.
  • A2, C2: Final readings.
  • This calculates movement between two reference studs.

Units (SI Units as per IS 12023):

  • Length: metre (m)
  • Force: newton (N)
  • Pressure/Stress: pascal (Pa)
  • Time: second (s)

Summary:

  • Use the proforma for systematic, error-minimized recording.
  • Calculate convergence to monitor structural movement.
  • Maintain SI units for consistency.
flowchart LR
    A[Initial Dial Reading (A1)] --> D[Calculate A1 - C1]
    B[Initial Gauge Reading (C1)] --> D
    C[Final Tape Reading (A2)] --> E[Calculate A2 - C2]
    F[Final Gauge Reading (C2)] --> E
    D --> G[Calculate Relative Convergence: (A1-C1)-(A2-C2)]
    E --> G
    G --> H[Record in Proforma]

This ensures accurate field monitoring per IS 12023 standards.

6Sources of Error and Precautions

IS 12023: Sources of Error & Precautions in Tape Extensometer Observations

Key Sources of Error (Clause 8.1)

  • Loose connections of reference studs/hooks and anchor rods.
  • Misalignment of tape and instrument due to improper matching of points and reference holes.
  • Loose tensioning spring affecting tape tension.
  • Environmental factors and improper calibration.

Precautions

  • Ensure firm and secure fixing of reference studs/hooks.
  • Maintain perfect alignment of tape and instrument.
  • Use proper tension on the tape (avoid slack).
  • Calibrate instruments regularly; apply correction factor (k) from calibration.
  • Record observations in the proforma (Appendix A) for consistency.

Observation Proforma (Appendix A)

SI No.A1 (Initial dial)C1 (Initial gauge)A2 (Final tape)C2 (Final gauge)A1 - C1A2 - C2(A1-C1) - (A2-C2)Remarks
Relative convergence or movement between studs

Important Formula

Relative Convergence (ΔL):

[ \Delta L = (A1 - C1) - (A2 - C2) ]

Where:

  • (A1, A2) = Dial readings initially and finally
  • (C1, C2) = Gauge readings initially and finally

Calibration Correction

Apply correction factor (k) from calibration results to adjust readings.


Summary Diagram of Error Sources

graph LR
A[Loose Connections] --> E[Measurement Error]
B[Misalignment of Tape] --> E
C[Loose Tension Spring] --> E
D[Environmental Factors] --> E
E --> F[Inaccurate Convergence Reading]

Ensure careful setup and calibration to minimize errors and obtain reliable convergence monitoring.

7Maintenance of Tape Extensometer

Maintenance of Tape Extensometer (IS 12023)

Key Points from IS 12023:

  • Purpose: Measures displacement/movement between two points on structures (slopes, tunnels, bridges, etc.).
  • Operation (Clause 6.1): Use carefully to avoid damage; ensure proper calibration.
  • Maintenance (Clause 7.1 & Appendix A): Regular checks, calibration, and record-keeping are essential.

Important Formula for Relative Movement Calculation

[ \text{Relative Movement} = (A1 - C1) - (A2 - C2) ]

Where:

  • A1 = Initial dial reading
  • C1 = Initial dial gauge reading
  • A2 = Final tape reading
  • C2 = Final dial gauge reading

Maintenance Checklist (Table 9, Clause 7.1)

  • Clean tape and dial gauge regularly.
  • Check for tape elongation or damage.
  • Calibrate instrument using known reference studs.
  • Record observations systematically using the proforma.

Proforma for Observation Record (Appendix A)

SI No.A1 (Initial Dial)C1 (Initial Gauge)A2 (Final Tape)C2 (Final Gauge)(A1-C1)(A2-C2)Relative MovementRemarks

Units Reference (SI Units)

  • Length: metre (m)
  • Force: newton (N) = kg·m/s²
  • Pressure/Stress: pascal (Pa) = N/m²

flowchart LR
    A[Start Measurement] --> B[Record Initial Readings (A1, C1)]
    B --> C[Measure Final Readings (A2, C2)]
    C --> D[Calculate Relative Movement: (A1-C1)-(A2-C2)]
    D --> E[Log Data in Proforma]
    E --> F[Check & Maintain Instrument]
    F --> G[Repeat for Next Observation]

Summary: Maintain tape extensometer by cleaning, calibrating, and recording data using the formula above, ensuring reliable

Appendix AProforma for Record of Observations

IS 12023: Proforma for Record of Observations (Tape Extensometer Convergence Readings)

Key Specifications (Appendix A, Clause 7.1)

ParameterDescription
Correction Factor (k)From calibration results
Date of Initial ObservationRecorded date
Date of Final ObservationRecorded date
ObserversNames of personnel

Observation Table Format

SI No.A1 (Initial dial reading)C1 (Initial dial gauge reading)A2 (Final tape reading)C2 (Final dial gauge reading)A1 - C1A2 - C2(A1-C1) - (A2-C2)Remarks
Initial distance between reference studsFinal distance between reference studsRelative convergence/movement
  • Relative Convergence = (A1 - C1) - (A2 - C2)

Measurement Notes (Clause 6.1.5)

  • Reading = Position of visible pinhole on tape + dial gauge reading.

Units (SI Units)

  • Length: metre (m)
  • Force: newton (N) = 1 kg·m/s²
  • Pressure: pascal (Pa) = 1 N/m²

Rounding (IS 2-1960)

  • Final values must be rounded off with the same significant digits as specified in the standard.

flowchart TD
    Start[Start Observation]
    InitDate[Record Initial Date]
    ObsBy[Record Observer]
    Readings[Take Initial Readings (A1, C1)]
    FinalDate[Record Final Date]
    FinalReadings[Take Final Readings (A2, C2)]
    Calculate[Calculate Relative Convergence: (A1-C1)-(A2-C2)]
    Remarks[Add Remarks]
    End[Complete Record]

    Start --> InitDate --> ObsBy --> Readings --> FinalDate --> FinalReadings --> Calculate --> Remarks --> End

This proforma ensures standardized, accurate recording of convergence measurements using tape extensometers as per IS 12023.

Popular Questions About IS 12023

?What types of structures can be monitored using tape extensometers as per IS 12023?

As per IS 12023 (1987), tape extensometers are suitable for monitoring movements in a variety of structures, including:

  • Slope surfaces: To measure displacement or deformation due to soil movement.
  • Tunnels: For detecting convergence or divergence between points.
  • Underground powerhouses: To monitor structural shifts underground.
  • Bridges: To track expansion, contraction, or displacement.
  • Buildings: For settlement or deformation monitoring.

Key point: Tape extensometers measure changes in distance between two fixed points, making them ideal for detecting relative displacements or deformations in these structures.

This standard guides the field monitoring process, including installation, measurement, and maintenance of tape extensometers for reliable data collection.

?How should the tape extensometer be installed and tensioned correctly?

According to IS 12023, the tape extensometer installation and tensioning should follow these key points:

  • Installation: Fix the tape extensometer securely between two points whose relative movement is to be measured (e.g., slope surfaces, tunnels, bridges).
  • Tensioning: Apply correct tension to the tape so that the index marks just align (see Fig. 4 in Clause 9.1).
  • Incorrect tension causes the index marks to cross over, leading to inaccurate readings.
  • Correct tension ensures precise measurement of displacement by maintaining the tape taut without overstretching.

Summary:

ConditionTape Mark AlignmentResult
Incorrect tensionIndex marks cross overInaccurate reading
Correct tensionIndex marks just alignAccurate measurement

Proper tensioning avoids slack or overstretch, ensuring reliable deformation monitoring.

Loading diagram...

Always refer to Fig. 4 of IS 12023 for visual guidance on tape tensioning.

?What are the common sources of error when using tape extensometers in the field?

Common sources of error when using tape extensometers (IS 12023, Clause 8.1) include:

  • Loose connections of reference studs/hooks and anchor rods, causing unstable measurement points.
  • Misalignment between the tape and instrument due to improper matching of reference points and holes.
  • Loose tensioning spring, leading to slack tape and inaccurate length readings.
  • Improper anchoring or fixation of the tape, resulting in slippage or movement during measurement.

To minimize errors:

  • Ensure all studs/hooks and anchor rods are firmly fixed.
  • Align the tape perfectly with the instrument and reference points.
  • Maintain proper tension in the spring mechanism.
  • Regularly inspect and calibrate the instrument.
Loading diagram...

This ensures reliable displacement monitoring in structures like tunnels and slopes.

?How frequently should observations be recorded and documented?

According to IS 12023 Clause 7.1, observations from tape extensometers (convergence readings) must be:

  • Recorded systematically using the proforma in Appendix A.
  • Documented with initial and final observation dates.
  • Taken by noting the visible pinhole position and dial gauge reading (Clause 6.1.5).

Frequency of Recording:

  • The code does not specify an exact interval.
  • Typically, observations should be frequent enough to capture meaningful movement trends, often daily or weekly depending on the structure's sensitivity and movement rate.
  • Initial baseline readings are crucial, followed by periodic checks until final observation.

Summary Table for Observation Record:

ParameterDescription
Initial readingDial and tape reading at start
Final readingDial and tape reading at end
Relative movementDifference between initial and final distances

Best Practice:

  • Start with daily observations during critical phases.
  • Adjust frequency based on observed movement rates and project requirements.
Loading diagram...

This ensures reliable monitoring per IS 12023 standards.

?What maintenance practices are recommended to ensure accurate measurements?

To ensure accurate measurements as per IS 12023, follow these maintenance practices:

  • Calibrate the instrument before and after every set of readings using a portable calibration frame (Clause 4.1). This ensures reliability and accuracy.
  • Use a steel tape with precision punched holes at 5 cm intervals for measurements in any direction (Clause 2.1).
  • Record observations systematically using the proforma in Appendix A (Clause 7.1), noting initial and final readings to track movement accurately.
  • Maintain the instrument and tape in good condition, free from dirt, rust, or damage.
  • Verify the measuring range (1 to 30 m) and accuracy (±0.1 mm) regularly (Clause 3.1.1).

Summary Table for Maintenance Checks

Maintenance ActivityFrequencyPurpose
CalibrationBefore & after readingsEnsure measurement accuracy
Tape inspectionBefore usePrevent errors from tape damage
Record keepingEvery observationTrack displacement precisely
Cleaning & lubricationRegularlyMaintain instrument function
Loading diagram...

Maintaining this routine ensures high precision and reliability in displacement measurements.

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