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IS 2132 : 1986Code of practice for thin-walled tube sampling of soils

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ASTM D1587 / D1587M - 15(2023) · ISO 22475-1 · BS EN ISO 22475-1
CurrentFrequently UsedCode of PracticeGeotechnical · Soil and Foundation
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OverviewValues6InternationalTablesFAQ4Related

IS 2132:1986 is the Indian Standard (BIS) for thin-walled tube sampling of soils. This standard outlines the equipment and methodology for obtaining undisturbed soil samples using thin-walled metal tubes. It defines critical sampler geometry parameters, such as area ratio and clearance, to minimize soil disturbance during extraction.

Provides guidelines for obtaining undisturbed soil samples using thin-walled tube samplers for laboratory testing.

Overview

Status
Current
Usage level
Frequently Used
Domain
Geotechnical — Soil and Foundation
Type
Code of Practice
Amendments
Reaffirmed 2020
International equivalents
ASTM D1587 / D1587M - 15(2023) · ASTM International (US)ISO 22475-1:2021 · ISO (International)BS EN ISO 22475-1:2021 · BSI (UK)BS 5930:2015+A1:2020 · BSI (UK)
Typically used with
IS 1892IS 1498IS 8763IS 10442IS 9640
Also on InfraLens for IS 2132
6Key values2Tables4FAQs
Practical Notes
! Tubes must be pushed continuously and steadily into the soil without impact hammering or rotation to minimize sample disturbance.
! A low area ratio (ideally < 10%) and proper inside clearance (1-3%) are critical for obtaining high-quality undisturbed samples.
! End sealing with microcrystalline wax should be done immediately upon extraction to prevent loss of natural moisture content.
! Stationary piston samplers are highly recommended for very soft or sensitive clays to prevent sample drop-out and minimize disturbance.
Frequently referenced clauses
Cl. 3GeneralCl. 4EquipmentCl. 5Procedure for SamplingCl. 6Handling and Sealing of SamplesCl. 7Record of Sampling
Pulled from IS 2132:1986. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments1 amendment
2020Reaffirmed 2020
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
soilcohesive soilsclay

International Equivalents

Similar International Standards
ASTM D1587 / D1587M - 15(2023)ASTM International (US)
HighCurrent
Standard Practice for Thin-Walled Tube Sampling of Soils for Geotechnical Purposes
Almost identical scope, focusing exclusively on the equipment and procedure for thin-walled tube sampling.
ISO 22475-1:2021ISO (International)
HighCurrent
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for execution
Broader scope covering all soil sampling, but its principles for Category A/B sampling directly align with IS 2132's objectives.
BS EN ISO 22475-1:2021BSI (UK)
HighCurrent
Geotechnical investigation and testing. Sampling methods and groundwater measurements. Technical principles for execution
The British and European adoption of ISO 22475-1, covering high-quality undisturbed sampling principles.
BS 5930:2015+A1:2020BSI (UK)
MediumCurrent
Code of practice for ground investigations
A comprehensive code for site investigation; its section on soil sampling references and aligns with BS EN ISO 22475-1.
Key Differences
≠IS 2132 allows for light hammering as a last resort for advancing the sampler, whereas ASTM D1587 strongly discourages any driving by hammering, emphasizing a single, continuous push to minimize disturbance.
≠IS 2132 provides a wider recommended range for the Inside Clearance Ratio (0.5% to 3%) compared to ASTM D1587, which suggests it is 'usually 1% or less'.
≠ISO 22475-1 classifies sample quality (Class 1-5) and ties sampler design criteria (like area ratio) directly to the desired quality class, a concept not explicitly formalized in IS 2132.
≠IS 2132 specifies a cutting edge angle of 'about 20°', which is significantly larger than the ≤7° specified for high-quality samplers in ISO 22475-1, indicating a potential for greater disturbance under the Indian standard.
Key Similarities
≈All standards share the primary objective of obtaining high-quality, relatively undisturbed soil samples suitable for laboratory testing of sensitive engineering properties.
≈The fundamental design principle of a 'thin-walled' tube is consistent across all standards, defined by a low area ratio to minimize soil displacement during insertion.
≈A smooth, continuous push is universally recognized as the preferred method for advancing the sampler to obtain the least disturbed sample.
≈All standards emphasize the importance of proper sample handling after recovery, including sealing the ends to preserve moisture content, careful transportation, and protection from shock and temperature changes.
Parameter Comparison
ParameterIS ValueInternationalSource
Area Ratio (Cₐ)≤ 10% for sensitive clays; ≤ 15% for other soils.≤ 10% for high-quality samples in cohesive soils (Quality Class 1).ISO 22475-1
Inside Clearance Ratio (Cᵢ)0.5% to 3.0%Usually 1% or less.ASTM D1587
Outside Clearance Ratio (Cₒ)0% to 2%Generally not specified, but typically kept minimal (0% to 3%) and less than or equal to the inside clearance ratio.ASTM D1587 (practice)
Cutting Edge Taper AngleAbout 20°≤ 7° for Type A open-tube samplers (high quality).ISO 22475-1
Standard Nominal Diameters50, 75, 100, 150 mm2 in (50.8 mm), 3 in (76.2 mm), 5 in (127.0 mm)ASTM D1587
Recovery Ratio CheckRequired to be calculated and recorded; samples with ratios < 95-98% may be discarded.Required to be measured and recorded as an indicator of sample quality.ASTM D1587
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
recommended area ratio max10%
maximum tolerable area ratio15%
inside clearance ratio1% to 3%
outside clearance ratio max2%
standard tube diameters38, 50, 75, and 100 mm
acceptable recovery ratio96% to 104%
Key Formulas
Area Ratio (Ar) = [(Dw^2 - De^2) / De^2] * 100
Inside Clearance (Ci) = [(Ds - De) / De] * 100
Outside Clearance (Co) = [(Dw - Dt) / Dt] * 100
Recovery Ratio = L / H (Length of sample / Depth of penetration)

Tables & Referenced Sections

Key Tables
Table 1 - Dimensions of Thin-Walled Sampling Tubes
Table 2 - Area Ratio and Clearances for Cutting Edge
Key Clauses
Clause 3 - General
Clause 4 - Equipment
Clause 5 - Procedure for Sampling
Clause 6 - Handling and Sealing of Samples
Clause 7 - Record of Sampling

Related Resources on InfraLens

Cross-Referenced Codes
IS 1892:1979Code of practice for site investigations for ...
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IS 1498:1970Classification and identification of soils fo...
→
IS 8763:1978Code of practice for in-situ California beari...
→
IS 10442:1983earth augers (Spiral type)
→
IS 9640:1980Code of practice for field methods of geohydr...
→

Frequently Asked Questions4

What types of soil are suitable for thin-walled tube sampling?+
It is primarily used for soft to firm cohesive soils, silts, and sensitive clays where sample disturbance must be strictly minimized.
What is the recommended area ratio for undisturbed soil sampling?+
The area ratio should be kept as low as possible, ideally under 10%, though up to 15% may be permitted under certain conditions.
How should a thin-walled tube be driven into the ground?+
It should be pushed in a single continuous, steady downward stroke without any twisting, rotation, or impact hammering.
How can you tell if the sample is relatively undisturbed?+
By checking the recovery ratio (length of sample divided by depth of penetration); a ratio between 96% and 104% indicates minimal disturbance.

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