IS 21321986AI Search Enabled✦ AI Generated

Code of practice for thin-walled tube sampling of soils
1986 Edition

The code details standardized methods for collecting relatively undisturbed soil samples using thin-walled metal tubes, focusing on cohesive and select non-cohesive soils. It prescribes procedures for drilling, sampling, handling, sealing, labeling, and transporting soil specimens to maintain sample integrity for laboratory evaluation. This guideline is vital for professionals engaged in soil investigations and foundation engineering within India.

8Sections
99Clauses Indexed
AI Search Ready
1986Edition
Soil and Foundation EngineeringCategory
Alternative search terms: thin-walled-tube-soil-sampling-code-of-practice-1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 pdf free download, thin-walled-tube-soil-sampling-code-of-practice-1986 free download pdf, thin-walled-tube-soil-sampling-code-of-practice-1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986:1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986-1986 PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 (1986) PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 1986 edition PDF, thin-walled-tube-soil-sampling-code-of-practice-1986 edition 1986 PDF

What This Standard Covers

The code details standardized methods for collecting relatively undisturbed soil samples using thin-walled metal tubes, focusing on cohesive and select non-cohesive soils. It prescribes procedures for drilling, sampling, handling, sealing, labeling, and transporting soil specimens to maintain sample integrity for laboratory evaluation. This guideline is vital for professionals engaged in soil investigations and foundation engineering within India.

Who Uses This Standard

  • Geotechnical Engineering Specialists
  • Soil Laboratory Analysts
  • Foundation Design Experts
  • Civil Engineering Professionals
  • Construction Site Supervisors
  • Drilling Service Providers
  • Researchers in Soil Mechanics

Key Topics Covered

Applicability and scope of thin-walled tube soil sampling
Standards for thin-walled tubes and sampler heads
Drilling apparatus and borehole preparation techniques
Clean-out methods and borehole condition maintenance
Insertion and advancement of sampling tubes methodology
Minimizing disturbance during soil sample collection
Protocols for sample handling, sealing, and preservation
Labeling standards and shipping procedures
Field data documentation and reporting formats
Monitoring groundwater levels during sampling
Use and restrictions of casing during sampling
Quality assurance and verification of sample integrity

Table of Contents

1Scope and Key Specifications

Overview of Scope & Essential Specifications

  • Scope: Establishes methods for obtaining relatively undisturbed soil samples via thin-walled tube techniques during boring.
  • Data Recording: All field observations during drilling and sampling must be documented as per the provided proforma (Appendix A).
  • Critical Data to Capture:
    • Borehole identification, coordinates, drilling method, elevation.
    • Groundwater levels, drilling water loss, zones of excess pressure.
    • Sampling tube identification, cleaning methods, depths, penetration lengths, signs of disturbance.
    • Detailed soil description including texture, color, and consistency.
  • References: Definitions aligned with IS 2809-1972.
  • Additional Items: Sample labels, data sheets, and shipping containers as specified.

Sample Data Recording Fields (Appendix A)

ParameterDescription
Borehole No. & CoordinatesSite location of sampling
Drilling MethodType such as rotary, percussion, etc.
Water Level ObservationsGroundwater depth, pressure zones
Sampling Tube NumberIdentification of the sampling tube
Depth & PenetrationDepth and penetration length of sample
Sample IntegritySigns of slipping or disturbance
Soil DescriptionVisual and tactile characteristics

flowchart TD
    A[Start Boring] --> B[Log Borehole Details]
    B --> C[Monitor Water Levels]
    C --> D[Perform Thin-Walled Tube Sampling]
    D --> E[Record Sampling Details]
    E --> F[Document Soil Characteristics]

This ensures all essential details are systematically recorded following IS 2132 guidelines.

2Reference Standards and Data Documentation

Key Reference Points and Data Logging as per IS 2132

  • Detailed Proforma (Clause 5.1 & Appendix A): Specifies comprehensive formats for recording observations during undisturbed soil sampling.
  • Data to Include:
    • Borehole specifics: coordinates, drilling techniques, elevation, casing usage, operator details.
    • Groundwater and drilling water loss observations before and after casing installation.
    • Sampling details: tube numbers, cleaning procedures, timings, penetration depths, sample lengths, disturbance evidence, soil descriptions.

Important Considerations:

  • The recording format is extensive but may be adjusted for specific site conditions.
  • Some data fields can be omitted for open trial pit sampling, with sampling directions noted.
  • Terminology follows IS 2809-1972 definitions.

Summary Table of Sampling Data

ParameterDescription
Borehole No. & CoordinatesLocation specifics
Drilling MethodTechniques like rotary, auger
Groundwater LevelDepth relative to ground surface
Sampling Tube No.Tube identification number
Penetration DepthLength of tube penetration (m)
Sample LengthLength of soil sample (cm)
Sample Slippage EvidenceYes/No
Soil PropertiesColor, texture, structure, etc.

Contact Information:

  • Regional and branch offices for standard procurement and inquiries are listed.

This detailed approach guarantees reliable soil sample documentation for geotechnical assessments.

3Equipment and Materials Specifications

Equipment and Materials Overview According to IS 2132

Thin-Walled Sampling Tubes (Clause 3.3)

  • Must comply with specifications of IS 11594-1985.
  • Made from stainless steel or copper.
  • Designed for undisturbed soil sample collection.

Ancillary Items (Clause 3.5)

  • Includes labeling materials, data sheets, and shipping containers.
  • Ensures proper sample identification and protection.

Data Recording Requirements (Clause 5.1 & Appendix A)

  • Mandatory detailed logging during boring and sampling.
  • Key parameters to record:
    • Borehole number, location coordinates, drilling method, surface elevation.
    • Water level monitoring before and after casing insertion.
    • Sampling details such as tube number, depth, penetration, sample length, and soil description.
  • Use the prescribed proforma to ensure systematic data capture.

Essential Data Parameters Summary

ParameterDescription
Borehole No. & CoordinatesSite location information
Drilling MethodRotary, auger, or other
Surface ElevationGround level at borehole site
Water LevelsMeasurements before/after casing, pressure zones
Sampling Tube NumberSample tube identification
Depth & PenetrationSampling depth and tube penetration length
Sample Length & ConditionSample length, evidence of slippage or disturbance
Soil DescriptionComposition, texture, color, structure

flowchart TD
    A[Begin Boring] --> B[Record Borehole Details]
    B --> C[Measure Water Levels]
    C --> D[Insert Thin-Walled Tube]
    D --> E[Log Sampling Data]
    E --> F[Withdraw Sample and Describe Soil]
    F --> G[Label and Store Sample]
    G --> H[Complete Data Sheet]

References:

  • IS 2132: Soil Sampling Procedures
  • IS 11594-1985: Thin-walled tube specifications
  • IS 2809-1972: Definitions related to soil sampling

This ensures consistent and reliable soil sampling and documentation.

4Sampling Methodology

Essentials of Sampling Procedure as per IS 2132

  • Standard Tube Sizes: Sampling tubes adhere to four indigenous standard sizes (Clause 2.1).
  • Sampler Head Compliance: Must meet IS 11594-1985 specifications (Clause 3.2).
  • Piston Sampler Use: Recommended for very loose saturated sandy, silty soils, and clays according to IS 10108-1982.
  • Sampling Frequency:
    • At every stratum change or a maximum interval of 1.5 meters.
    • Interval can be extended up to 3 meters if vane shear or standard penetration tests are conducted between samples (Clause 4.3.5).
  • Timing: Sampling should be conducted immediately following borehole clean-out without delay or overnight gaps (Clause 4.3.2).
  • Data Rounding: Final test values must be rounded following guidelines in IS 2-1960, maintaining the specified significant digits (Clause 0.4).

Summary Table for Sampling Intervals

ConditionMaximum Sampling Interval
Stratum ChangeImmediate
Normal Sampling1.5 meters
If Vane Shear/SPT conductedUp to 3 meters

Referenced Standards

  • IS 11594-1985: Sampler head specifications
  • IS 10108-1982: Piston sampler practices
  • IS 2-1960: Numerical rounding rules
flowchart LR
    A[Commence Sampling] --> B{Is Clean-out Completed?}
    B -- Yes --> C[Proceed with Sampling]
    B -- No --> D[Delay Not Permitted]
    C --> E{Is There a Stratum Change?}
    E -- Yes --> F[Sample Immediately]
    E -- No --> G{Is Distance Less Than 1.5m?}
    G -- Yes --> H[Sample]
    G -- No --> I{Are Vane Shear or SPT Tests Conducted?}
    I -- Yes --> J[Interval Up to 3m]
    I -- No --> K[Maintain 1.5m Interval]

This procedure ensures collection of representative and minimally disturbed soil samples.

5Field Observations and Documentation

Key Aspects of Field Notes and Data Logging per IS 2132

Observations in the Field (Clauses 4.3.6 & 4.3.3)

  • Document groundwater table details including:
    • Water table depth.
    • Elevations where drilling water is lost.
    • Zones of elevated water pressure.
  • Record:
    • Borehole bottom depth relative to ground surface.
    • Penetration depth of sampling tube under own weight plus rods.
    • Water levels in borehole before, during, and after casing use.

Data Recording (Clause 5.1 & Appendix A Proforma)

  • Utilize the prescribed proforma to capture:
    • Project and borehole specifics (coordinates, drilling methodology, elevations).
    • Water level observations (pre/post casing, mud usage).
    • Sampling details including tube number, cleaning process, penetration depth, sample length, recovery ratio, and soil characteristics.
  • Attach labels on sampling tubes with:
    • Tube number, job identification, sample location, borehole number, sample number, penetration depth, and gross recovery ratio.

Vital Parameters to Record

ParameterDescription
Groundwater LevelWater table elevation
Drilling Water Loss ElevationDepth where water loss occurred
Excess Pressure ZonesDepths with pressurized water
Penetration DepthDepth attained by sampling tube
Water Levels Pre/Post CasingChanges due to casing insertion
Sample Recovery Ratio(Sample length / penetration) × 100%

Sample Label Template (Clause 4.5.1)

Tube Number: _______
Job Identification: _______
Sample Location: _______
Borehole Number: _______
Sample Number: _______
Penetration Depth: _______ m
Gross Recovery Ratio: _______ %

flowchart TD
    A[Initiate Drilling] --> B[Record Surface Elevation]
    B --> C[Log Groundwater Levels]
    C --> D[Deploy Sampling Tube]
    D --> E[Record Penetration and Water Levels]
    E --> F[Withdraw Sample and Measure Recovery]
    F --> G[Label Sample Tube]
    G --> H[Complete Observation Proforma]

Comprehensive field documentation facilitates quality assurance in soil sampling.

6Sample Handling, Sealing, and Transportation

Guidelines for Sample Handling, Sealing, and Transport per IS 2132

Sample Preparation and Bedding (Clauses 4.4 & 4.4.4)

  • Store samples in shaded areas to protect from direct sunlight.
  • Position samples on a moist bedding made of sand, jute fabric, or sawdust.
  • Cover the samples with the same moist bedding material to maintain moisture content.
  • This procedure helps prevent moisture loss and preserves sample condition during storage and transit.

Labeling and Shipping (Clauses 4.5 & 3.5)

  • Each sample container must have clear labeling indicating:
    • Sample identification number.
    • Date and time of collection.
    • Geographic location.
    • Associated data sheets.
  • Use robust, sealed shipping containers to avoid damage or contamination.
  • Containers should maintain environmental conditions to preserve samples (e.g., moisture, temperature).

Sealing

  • Seal samples immediately after collection to prevent contamination or moisture loss.
  • Employ airtight caps or seals appropriate for the sample type.

Summary Table for Sample Handling

AspectSpecification
BeddingMoist sand, jute bags, or sawdust
Storage LocationShade, protected from sun exposure
LabelingSample ID, collection date/time, location, data sheets
SealingAirtight seals or caps
TransportationSturdy containers with moist bedding
flowchart LR
    A[Sample Collection] --> B[Seal Immediately]
    B --> C[Place on Moist Bedding]
    C --> D[Cover with Moist Bedding]
    D --> E[Label Sample Container]
    E --> F[Pack in Sturdy Shipping Container]
    F --> G[Ship Maintaining Sample Conditions]

This ensures sample integrity from collection through testing.

7Reporting and Documentation Standards

Reporting Requirements and Data Formats per IS 2132

Data Logging (Clause 5.1 & Appendix A)

  • All data gathered during boring and sampling must be recorded onsite using the detailed proforma.
  • The proforma includes:
    • Project and borehole identification (coordinates, drilling method, elevations).
    • Water level observations (before/after casing, excess pressure zones, mud usage).
    • Sampling operations (tube number, cleaning method, sampling date/time).
    • Sample specifics (penetration depth, pushing method, sample length, recovery ratio, soil description).
    • Remarks and exceptional observations.

Labeling Requirements (Clause 4.5.1)

Sample labels must display:

  • Tube number.
  • Job designation.
  • Sample location.
  • Borehole number.
  • Sample number.
  • Penetration depth.
  • Gross recovery ratio.

Gross Recovery Ratio (GRR) Formula

[ \text{GRR} = \frac{\text{Length of Soil Sample Recovered}}{\text{Tube Penetration Length}} \times 100% ]


Summary Table for Reporting

ItemDescription
Borehole Number & CoordinatesIdentification and site location
Drilling MethodRotary, auger, percussion, etc.
Water LevelsGroundwater, pre/post casing levels, pressure zones
Sampling DetailsDepth, method, penetration, sample size
Sample ConditionDisturbance status, slipping, soil type
Label InformationTube number, job, location, penetration, GRR

Workflow Diagram

flowchart TD
    A[Start Boring] --> B[Record Borehole Info]
    B --> C[Monitor Water Levels]
    C --> D[Conduct Sampling]
    D --> E[Document Sampling Data]
    E --> F[Label Sample Tubes]
    F --> G[Compile Report]
    G --> H[Submit and Archive Data]

Adhering to this framework ensures compliance with IS 2132 reporting standards.

Appendix AObservation Recording Proforma

IS 2132 Appendix A: Standardized Format for Recording Observations

Field Observations (Clause 4.3.6)

  • Document water table information including groundwater level, zones of lost drilling water, and excess water pressure elevations.
  • Record temporal changes during sampling.

Data Reporting (Clause 5.1 & Appendix A)

  • Complete the standard proforma fully during boring and sampling operations.

Proforma Sections Overview

SectionDetails to Capture
Project & Borehole InfoProject name, borehole number, coordinates, drilling method, surface and borehole elevations, casing info, driller's name, dates
Water Level DataGroundwater levels, drilling water loss, excess pressure zones, water levels before and after casing, mud usage
Sampling DetailsSampling tube number, cleaning method and time, casing depth, sampling date/time, water level during sampling, penetration depth, sample length and weight, soil description, remarks

Tube Labeling Details (Clause 4.5.1)

  • Tube number
  • Job designation
  • Sample location
  • Borehole number
  • Sample number
  • Penetration depth
  • Gross recovery ratio

Sample Data Example

ParameterTypical Entry
Penetration DepthExample: 5.5 meters
Distance from Tube Top to Sample TopExample: 0.1 meters
Sample Length in TubeExample: 0.5 meters
Tube and Sample WeightExample: 12 kg
Evidence of Sample SlippingYes or No
Soil DescriptionClayey, moist, brown, firm

flowchart TD
    A[Begin Borehole Drilling] --> B[Record Water Levels]
    B --> C[Prepare for Sampling]
    C --> D[Insert Sampling Tube]
    D --> E[Document Sampling Details]
    E --> F[Label Sample Tubes]
    F --> G[Complete Field Log Sheet]

Summary: Employ this detailed proforma to ensure thorough recording of all drilling and sampling observations, with particular attention to water table and sample integrity.

Popular Questions About IS 2132

?What are the required dimensions and materials for thin-walled sampling tubes according to the code?

Thin-walled sampling tubes must adhere to the specifications outlined in IS 11594-1985, being constructed from stainless steel or copper. The standard limits tube sizes to four indigenous variants, designed specifically to obtain undisturbed soil samples mainly from soft to medium soils. For very loose saturated soils, piston samplers as per IS 10108-1982 are recommended. Exact dimensions are detailed within IS 11594-1985.

?How should the borehole be prepared to avoid disturbing the soil before sampling?

Preparation of the borehole must ensure minimal soil disturbance by cleaning the hole up to the sampling depth using gentle methods. In saturated sandy or silty soils, drilling tools should be withdrawn slowly to prevent soil loosening. Equipment must provide a clean borehole without disrupting surrounding soil and allow rapid insertion of the sampling tube. If casing is applied, the equipment should enable casing driving/removal with pressure pumping for clean-out. Bailers with flap valves are discouraged in sandy soils. A clearance of 10-20 mm below the sampling tube head should be maintained to accommodate cuttings. After insertion, the sampler should remain in place for 5 minutes before being rotated twice to shear the sample cleanly before extraction.

?What procedures ensure soil samples remain undisturbed during insertion and withdrawal of the sampling tube?

To maintain soil sample integrity, the sampling tube should be pushed rapidly and continuously to the desired depth, allowing approximately 50 mm clearance for cuttings and 10-20 mm below the sample head. After reaching the target depth, a pause of at least 5 minutes allows soil consolidation around the sampler. The tube is then rotated two full revolutions to shear the sample from the soil mass before careful withdrawal. Clean-out of the borehole should be conducted using methods that avoid disturbance, such as slow removal of drilling tools in saturated soils. When using SPT equipment, tube penetration should be limited to 50 blows to reduce disturbance.

?What is the recommended method for sealing and preserving soil samples on-site and during transport?

Immediately after collection, samples should be sealed to prevent moisture loss and contamination. Approximately 20 mm of soil is trimmed from the bottom end of the sampling tube, both ends are cleaned, and disturbed soil is removed from the top end with recording of its length and type. Both ends are sealed using wax heated just above its melting point, taking care not to contaminate the sample. Any void inside the sampler is filled with moist soil or sawdust, and ends are capped tightly. Samples must be stored in shaded conditions on a moist bed of sand, jute bags, or sawdust, which also covers the top. During transportation, the same moist bedding and covering should be maintained inside sturdy, sealed containers to preserve sample moisture and prevent mechanical damage.

?What field data must be recorded to comply with the standard during sampling operations?

Compliance requires recording detailed field data including groundwater level, depths where drilling water loss or excess water pressure occur, and borehole bottom depth relative to ground level. Data on the sampling tube includes the length of soil sample recovered, distance from tube top to sample top, and penetration depth under the tube's own weight plus rods. Water levels inside the borehole before, during, and after casing use must be noted. Sample tubes must be labeled with tube number, job designation, sample location, borehole number, sample number, penetration depth, and gross recovery ratio. This comprehensive data capture ensures traceability and quality control throughout the sampling process.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 2132. Get instant, clause-cited responses powered by our indexed library.

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