IS 101081982AI Search Enabled✦ AI Generated

Code of practice for a sampling of soils by thin wall sampler with stationary piston

IS 10108:1982 provides a detailed code of practice for obtaining relatively undisturbed soil samples from fine-grained soils using a thin wall sampler with a stationary piston. This standard guides engineers on proper sampling techniques, equipment specifications, handling, and transportation to ensure minimal disturbance to soil samples for accurate laboratory testing. It is essential for geotechnical engineers and soil testing professionals involved in foundation and soil investigation projects.

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1982Edition
Soil and Foundation EngineeringCategory
Alternative search terms: IS 10108 PDF, IS 10108 pdf free download, IS 10108 free download pdf, IS10108 PDF, IS-10108 PDF, IS 10108 1982 PDF, IS 10108:1982 PDF, IS 10108-1982 PDF, IS 10108 (1982) PDF, IS 10108 1982 edition PDF, IS 10108 edition 1982 PDF

What This Standard Covers

IS 10108:1982 provides a detailed code of practice for obtaining relatively undisturbed soil samples from fine-grained soils using a thin wall sampler with a stationary piston. This standard guides engineers on proper sampling techniques, equipment specifications, handling, and transportation to ensure minimal disturbance to soil samples for accurate laboratory testing. It is essential for geotechnical engineers and soil testing professionals involved in foundation and soil investigation projects.

Who Uses This Standard

  • Geotechnical Engineers
  • Soil Testing Laboratory Technicians
  • Foundation Design Engineers
  • Civil Engineers involved in Site Investigation
  • Geologists specializing in Soil Mechanics
  • Construction Project Managers
  • Research Scholars in Soil Engineering

Key Topics Covered

Principles of thin wall sampling with stationary piston
Equipment specifications and maintenance
Borehole preparation and cleaning
Sampling procedures and penetration techniques
Handling and extraction of soil samples
Sample preservation and transportation
Measurement of recovery ratio and sample quality
Field observations including groundwater level recording
Use of hydraulic jacking apparatus for sampling
Core catcher installation for loose soils
Recording and reporting sampling data
Precautions to minimize sample disturbance
Storage conditions for soil samples
Area ratio and effective sampling length
Safety and operational guidelines

Table of Contents

1Scope

IS 10108 - Scope: Key Specifications & Tables

Scope: This standard covers thin-walled tube sampling of soils, defining sampler dimensions, sampling procedures, and reporting formats.


1. Sampling Tube Dimensions (Clause 3.2.2 & Fig. 3)

ParameterFor D = 74 mm TubeFor D = 49.5 mm Tube
Diameter at cutting edge, D74 ± 0.5 mm49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (Steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (Brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10° ± 1°10° ± 1°
Thickness at edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm

Note: For stiff clays or silty soils, increase tube thickness suitably to reduce sample disturbance.


2. Reporting Requirements (Clause 5.1)

All field data must include:

  • Job ID, date, boring number & coordinates
  • Surface elevation, drilling method
  • Sample number, depth, sampler type & size
  • Method of sampler advancement, penetration, recovery ratio
  • Water table depth, artesian head, casing details
  • Soil description & layer thickness
  • Weather and other remarks

Use the proforma recommended in IS 2132-1972 Appendix A.


Summary Diagram: Sampling Tube Components

graph LR
A[Sampling Tube] --> B(Diameter D)
A --> C(Inside Diameter D1)
A --> D(Thickness)
A --> E(Cutting Edge Angle α)
A --> F(Length L)

This standard ensures consistent soil sampling quality for geotechnical investigations.

2Definitions

IS 10108: Key Definitions & Specifications Summary

1. Definitions:

  • As per Clause 2.1, definitions follow IS 2809-1972 (Glossary of soil engineering terms).
  • Rounding rules for numerical values apply as revised.

2. Sampling Tube Dimensions (Clause 3.2.2 & Fig. 3):

ParameterDiameter 74 mm TubeDiameter 50 mm Tube
Diameter at cutting edge, D74 ± 0.5 mm49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10 ± 1°10 ± 1°
Thickness at edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm
  • Note: For stiff clays or silty soils, tube thickness may be increased to reduce sample disturbance.

3. Sampling Report Requirements (Clause 5.1):

  • Job ID, date, boring number & coordinates
  • Surface elevation, drilling method
  • Sample number, depth, penetration details, recovery ratio
  • Sampler type & size, water table depth
  • Soil description, layer thickness, weather, remarks
  • Use proforma per IS 2132-1972 Appendix A.

flowchart TD
    A[Start Sampling] --> B[Select Sampling Tube]
    B --> C{Tube Diameter?}
    C -->|74 mm| D[Use 74 mm specs]
    C -->|50 mm| E[Use 50 mm specs]
    D --> F[Record Sampling Data]
    E --> F
    F --> G[Prepare Report per Clause 5.1]
    G --> H[Complete]
3Equipment and Apparatus

IS 10108: Equipment and Apparatus Key Specifications

1. Sampling Tube Dimensions (Clause 3.2.2, Table 3.2)

ParameterFor D=74 mm TubeFor D=49.5 mm Tube
Diameter at cutting edge, D74 ± 0.5 mm49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (Steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (Brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10 ± 1°10 ± 1°
Thickness at edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm

2. Apparatus to Push Sampling Tube (Clause 3.5)

  • Must provide smooth, shock-free force.
  • Hydraulic jack, compressed air, or mechanical jacking devices are recommended.
  • Ensures efficient penetration of sampling tube into soil.

3. Data to be Recorded During Sampling (Clause 5.1)

Include:

  • Job ID, dates, boring number & coordinates
  • Drilling method, sample number & depth
  • Sampler type & size, penetration/recovery ratio
  • Water table info, casing size & depth
  • Soil description, layer thickness
  • Weather and other observations

Summary Diagram of Sampling Tube

graph LR
A[Sampling Tube] --> B[Cutting Edge Diameter (D)]
A --> C[Inside Diameter (D1)]
A --> D[Thickness (Steel/Brass)]
A --> E[Cutting Edge Angle (α)]
A --> F[Length (L)]

This ensures standardization and reliability in soil sampling apparatus per IS 10108.

4Sampling Procedure

IS 10108: Sampling Procedure Key Details

1. Sampling Tube Dimensions (Clause 3.2.2)

ParameterFor D = 74 ± 0.5 mmFor D = 49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10 ± 1°10 ± 1°
Thickness at the edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm

2. Gross Recovery Ratio (Clause 4.4.1)

[ \text{Gross Recovery Ratio} = \frac{\text{Length of sample obtained}}{\text{Depth of penetration}} \times 100% ]

  • Acceptable Undisturbed Sample: Gross Recovery Ratio ≥ 95%

3. Sample Labeling (Clause 4.4.4)

Mark on sampling tube:

  • Project name
  • Boring number & sample number
  • Depth of sampling
  • Date of sampling
  • Top and/or bottom end of sample

Refer IS 1892-1980 for tabular formats.


flowchart TD
    A[Start Sampling] --> B[Use Sampling Tube (per dimensions)]
    B --> C[Insert tube to depth]
    C --> D[Extract sample]
    D --> E[Measure sample length]
    E --> F[Calculate Gross Recovery Ratio]
    F -->|≥95%| G[Accept Sample]
    F -->|<95%| H[Reject Sample]
    G --> I[Label Sample Tube]
    I --> J[Store/Transport Sample]

This ensures proper sampling quality and traceability as per IS 10108.

5Recording and Reporting

IS 10108: Recording and Reporting Key Points

1. Sample Identification (Clause 4.4.4)

Record on sampling tube exterior:

  • Project name
  • Boring number & sample number
  • Sampling depth
  • Sampling date
  • Top/bottom end of sample

Preferably use a table format as per IS 1892-1980.


2. Gross Recovery Ratio (Clause 4.4.1)

Calculate after sample removal:

[ \text{Gross Recovery Ratio (GRR)} = \frac{\text{Length of sample obtained}}{\text{Depth of penetration}} \times 100% ]

  • Acceptable undisturbed sample: GRR ≥ 95%

3. Field Data to Record (Clause 5.1)

Data ItemDescription
a) Job IDProject identification
b) DateStart and finish of boring
c) Boring No. & CoordinatesLocation details
d) Surface elevationIf available
e) Drilling methodMethod used
f) Sample No. & depthIdentification and depth of sample
g) Sampler advancement detailsMethod, penetration, recovery ratio, pressure
h) Sampler type & sizeEquipment details
j) Water table infoDepth to water, artesian head, reading times
k) Casing size & depthDetails of casing
m) Soil descriptionBased on soil from tube ends
n) Layer thicknessThickness of soil layers
p) Weather conditionsDuring sampling
q) RemarksOther observations

Use proforma as per IS 2132-1972 Appendix A.


Summary Table for Recording Sample Data

ParameterUnit/FormatRemarks
Project NameTextClear identification
Boring No.Numeric/TextUnique per site
Sample No.Numeric/TextSequential per boring
Depth of Samplingmeters (m)From ground surface
Date of SamplingDD/MM/YYYYAccurate date
6Precautions and Sample Handling

IS 10108: Precautions and Sample Handling Key Points

  • Transportation (Clause 4.5.1):
    Avoid impact and sudden temperature changes to prevent altering sample properties.

  • On-site Storage (Clause 4.4.5):
    Protect samples from direct sunlight and extreme temperature fluctuations during temporary storage.

  • Laboratory Storage (Clause 4.5.2):

    • Seal both ends of samples tightly.
    • Group samples by lot with clear identification.
    • Store in a dark, humid environment to maintain integrity.
  • Sample Extraction (Clause 4.6):
    Follow standardized extraction procedures to avoid contamination or damage.


Additional Best Practices (Engineering Knowledge)

ParameterRecommended Practice
Temperature Range5°C to 25°C (avoid extremes)
Humidity90% relative humidity (to prevent drying)
HandlingUse cushioned containers, avoid shocks

flowchart TD
    A[Sample Collection] --> B[Transportation]
    B --> C{Avoid Impact & Temp Change}
    C --> D[On-site Storage]
    D --> E{Avoid Sunlight & Temp Fluctuations}
    E --> F[Laboratory Storage]
    F --> G{Seal Ends & Store Dark/Humid}
    G --> H[Sample Extraction]

Summary: Proper sealing, controlled environment, and gentle handling ensure sample integrity per IS 10108.

7Transportation and Storage

IS 10108 – Transportation and Storage of Samples: Key Points

Transportation (Clause 4.5 & 4.5.1)

  • Avoid impact: Handle samples gently to prevent mechanical shocks.
  • Temperature control: Prevent serious temperature changes during transit.
  • Packaging: Use protective packaging to minimize vibration and impact.

Storage (Clause 4.4 & 4.4.5)

  • Temporary storage: Avoid direct sunlight or extreme temperature variations.
  • Environment: Store samples in shaded, dry, and stable temperature conditions.
  • Handling: Minimize handling to reduce risk of damage or contamination.

Summary Table

AspectRequirementPurpose
ImpactAvoid mechanical shocksPrevent sample damage
TemperatureNo serious temperature changesMaintain sample integrity
Storage LocationShaded, dry, stable temperatureAvoid degradation
PackagingProtective, vibration-resistantSafe transportation

Practical Tips:

  • Use insulated containers if temperature-sensitive.
  • Cushion samples with foam or padding.
  • Avoid stacking heavy loads on samples.
flowchart LR
    A[Sample Preparation] --> B[Packaging]
    B --> C[Transportation]
    C --> D[Temporary Storage]
    D --> E[Testing]
    style B fill:#f9f,stroke:#333,stroke-width:2px
    style C fill:#bbf,stroke:#333,stroke-width:2px
    style D fill:#fbf,stroke:#333,stroke-width:2px

This ensures sample integrity per IS 10108 guidelines.

8Field Observations

IS 10108: Key Points on Field Observations

1. Water Table Observations (Clause 4.3)

  • Record groundwater level, elevations of water loss during drilling, and artesian pressures.
  • Measure water levels:
    • Sandy soils: Immediately as casing is pulled and after 30 min.
    • Silty soils: After 24 hours.
    • Clay soils: No accurate level unless pervious seams; record 24-hour level regardless.
  • When drilling mud is used, use perforated casing and bail out mud before measuring water levels at 30 min and 24 h intervals.

2. Sample Tube Markings (Clause 4.4.4)

Mark outside of sampling tube with:

  • Project name
  • Boring and sample number
  • Sampling depth
  • Sampling date
  • Top and/or bottom of sample

Refer IS 1892-1980 for tabular format.

3. Field Data Recording (Clause 5.1)

Record on field logs:

  • Job ID, boring dates, boring number & coordinates
  • Surface elevation, drilling method
  • Sample number, depth, sampler type, penetration, recovery ratio
  • Water surface depth, artesian head, reading times
  • Casing size, cased hole depth
  • Soil description, layer thickness
  • Weather and remarks

Use proforma as per IS 2132-1972 Appendix A.


Summary Table for Water Level Measurement Timing

Soil TypeWater Level Measurement Timing
SandyAs casing pulled + 30 minutes
Silty24 hours after casing pulled
Clay24 hours after casing pulled (if pervious seams present)

flowchart TD
    A[Start Drilling] --> B[Record Water Table Info]
    B --> C{Soil Type?}
    C -->|Sandy| D[Measure water level as casing pulled]
    C -->|Sandy| E[Measure water level after 30 min]
    C -->|Silty| F[Measure water level after 24 hrs]
    C -->|Clay| G[Measure water level after 24 hrs if pervious seams]
    D --> H[Record all observations in field log]
    E --> H
    F --> H
    G --> H

**

9Maintenance and Inspection of Sampler

IS 10108: Maintenance and Inspection of Sampler

Key Inspection & Maintenance Points (Clause 4.2.1)

  • Inspect before use for:
    • Loosening of components
    • Functioning of piston rod lock device
    • Distortion of sampling tubes
  • Repair/replace damaged parts before use.
  • Measure outside diameter of sampling tube at 30, 40, and 80 cm from the edge.
  • Check max/min inside diameters of the tube.

Sampling Tube Specifications (Clause 3.2.2)

ParameterLarge Sampler (75 mm)Small Sampler (50 mm)
Diameter at cutting edge, D74 ± 0.5 mm49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (Steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (Brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10 ± 1°10 ± 1°
Thickness at edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm

Operational Notes

  • Disembarkment (Clause 4.2.8): Loosen piston ventilation before extraction to avoid sample disturbance.
  • Core Catcher: Use spring leaf core catcher in loose sands below water table to prevent sample loss.
  • Hydraulic Operation: Recommended for thin-walled samplers to minimize disturbance and overdriving (see Fig. 8).

Handling Tips (Clause 4.2.7)

  • Rotate sampler bottom gently before lifting.
  • Wait 10-20 minutes after driving before withdrawal to allow adhesion/friction development.

flowchart TD
    A[Inspect Sampler] --> B{Check Components}
    B -->|Loose Parts| C[Repair/
10Annexures and Appendices

IS 10108 Annexures and Appendices Key Points

  • Appendix A of IS:2132-1972 provides a recommended proforma for recording field data during boring and sampling, including:

    Data ItemDescription
    Job IdentificationProject name or code
    Date of BoringStart and finish dates
    Boring Number & CoordinatesLocation details if available
    Surface ElevationGround level data if available
    Drilling MethodType of drilling technique used
    Sample Number & DepthIdentification and depth of each sample
    Sampler DetailsType, size, method of advancement, penetration, recovery ratio, pressure
    Water Table DataDepth to water surface, artesian head, time of readings
    Casing DetailsSize and depth of cased hole
    Soil DescriptionVisual examination and layer thickness
    Weather ConditionsDuring sampling
    Other ObservationsRemarks or unusual findings
  • Marking on Sampling Tubes (Clause 4.4.4):

    • Project name, boring & sample number, depth, date, and sample ends should be recorded on the tube.
  • Refer to IS:1892-1980 for standardized tables for marking samples.


Summary Table for Field Data Recording (Example Format)

ParameterDetails/Remarks
Job IDXYZ Project
Boring No. & CoordinatesB-01, Lat: xx.xxxx, Long: yy.yyyy
Date of Boring01-Jan-2024 to 03-Jan-2024
Drilling MethodRotary
Sample No. & DepthS-1 @ 3m, S-2 @ 6m
Sampler Type & SizeThin-walled tube, 50mm diameter
Penetration & Recovery30 cm penetration, 90% recovery
Water Table Depth4.5 m below ground level
Soil DescriptionClayey silt, 1.5m thick
WeatherClear, dry
Remarks

Popular Questions About IS 10108

?What are the specifications for the thin wall sampling tube and piston?

IS 10108 Specifications for Thin Wall Sampling Tube and Piston

  • Sampling Tube Material: Cold drawn seamless pipe of stainless steel, brass, or mild steel chrome plated.

  • Dimensions (Two sizes):

ParameterFor D ≈ 74 mmFor D ≈ 49.5 mm
Diameter at cutting edge, D74 ± 0.5 mm49.5 ± 0.5 mm
Inside diameter, D175 ± 0.5 mm50 ± 0.5 mm
Thickness (steel)1.5 ± 0.1 mm1.5 ± 0.1 mm
Thickness (brass)2.0 ± 0.1 mm1.5 ± 0.1 mm
Angle of cutting edge (α)10 ± 1°10 ± 1°
Thickness at the edge0.2 ± 0.05 mm0.2 ± 0.05 mm
Length, L75 cm60 cm
  • Piston: Stationary piston inside the sampling tube; remains fixed during penetration to minimize soil disturbance.

  • Notes:

    • For stiff clays or silty soils, tube thickness may be increased (see Fig. 4 in IS 10108) to reduce sample disturbance.
    • The cutting edge angle and edge thickness ensure smooth soil penetration.
Loading diagram...

This setup ensures undisturbed soil samples for fine-grained soil laboratory testing.

?How is the sampling tube pushed into the soil without disturbing the sample?

To push the sampling tube into soil without disturbing the sample, IS 10108 specifies:

  • Use an apparatus (hydraulic jack, compressed air, or mechanical jack) to apply continuous, quick, and shock-free force (Clause 3.5).
  • Before penetration, release the piston by rotating the piston extension rod so it stays stationary at the bottom of the borehole (Clause 4.2.6).
  • Fix the piston extension rod rigidly to the tower to prevent downward piston movement, avoiding over-compression of the soil sample.
  • Push the sampling tube at a rate of 10 to 15 cm/sec, continuously and smoothly, to at least 90% of the effective sampling length.
  • If resistance increases sharply, stop pushing to avoid sample disturbance.
  • After penetration, rotate the sampler gently before lifting to avoid shock (Clause 4.2.7).

This method ensures the soil sample is taken with minimal disturbance by preventing compression and shock during insertion.

Loading diagram...

Key: Stationary piston prevents soil compression; smooth pushing avoids shock and sample disturbance.

?What precautions should be taken during sample extraction and handling?

Precautions during Sample Extraction and Handling (IS 10108):

  • Extraction Environment:
    Extract samples in a humid, shaded room to prevent drying or thermal effects (Clause 4.6.1).

  • Sample Removal:
    Remove seals at both ends gently and extrude the sample continuously using a suitable extruder to minimize disturbance (Clause 4.6.1).

  • Avoid Mechanical Damage:
    Prevent bending or breakage caused by the sample’s own weight during extraction (Clause 4.6.1).

  • Temperature Control:
    Avoid exposure to direct sunlight or sudden temperature changes during storage and transportation (Clauses 4.4.5 & 4.5.1).

  • Impact Prevention:
    Handle samples carefully to avoid impacts or shocks that could alter their properties (Clause 4.5.1).


Summary: Maintain controlled humidity, avoid temperature fluctuations, minimize mechanical stress, and handle samples gently throughout extraction and transport.

?How is the gross recovery ratio calculated and what is the acceptable minimum?

Gross Recovery Ratio (GRR) Calculation:

As per IS 10108 Clause 2.1.6: [ \text{GRR} = \frac{\text{Length of sample obtained in sampling tube}}{\text{Length of sampler penetration into soil}} \times 100% ]

Procedure (Clause 4.4.1):

  • Measure sample length after removal.
  • Know the penetration depth.
  • Calculate GRR using above formula.

Acceptable Minimum:

  • For an undisturbed sample, GRR must be ≥ 95%.

Summary:

ParameterValue/Formula
Gross Recovery Ratio (GRR)(\frac{\text{Sample length}}{\text{Penetration depth}} \times 100%)
Minimum Acceptable GRR95%

This ensures sample quality and minimal disturbance during sampling.

Loading diagram...
?What methods are recommended for transporting and storing soil samples to preserve their integrity?

To preserve soil sample integrity per IS 10108:

  • During Transportation (Clause 4.5.1 & 4.4.5):

    • Avoid impacts and sudden temperature changes.
    • Prevent direct sun exposure; keep samples in shaded, insulated containers.
  • During Storage:

    • At site (Clause 4.4.5): Store samples away from heat sources to avoid temperature fluctuations.
    • In laboratory (Clause 4.5.2):
      • Seal both ends of sampling tubes tightly.
      • Group samples in lots with clear labeling.
      • Store in a dark, humid room to maintain moisture and prevent drying.
  • Goal: Maintain undisturbed sample conditions (Clause 2.1.2), preserving soil structure and properties as close to in-situ state as possible.

Loading diagram...

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