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IS 4453 : 1980Code of practice for undisturbed sampling of soils

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ASTM D1587 / D1587M-15(2023) · BS EN ISO 22475-1 · ASTM D6519
CurrentFrequently UsedCode of PracticeGeotechnical · Surveying and Geotechnical Investigation
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OverviewValues4InternationalTablesFAQ3Related

IS 4453:1980 is the Indian Standard (BIS) for undisturbed sampling of soils. This code provides comprehensive guidelines and procedures for obtaining undisturbed soil samples from boreholes, trial pits, and excavations. It specifies sampler design criteria (such as area ratio, inside clearance, and outside clearance) to minimize mechanical disturbance, ensuring accurate laboratory assessment of soil strength and compressibility.

Lays down the procedure for obtaining undisturbed soil samples for laboratory testing purposes.

Overview

Status
Current
Usage level
Frequently Used
Domain
Geotechnical — Surveying and Geotechnical Investigation
Type
Code of Practice
International equivalents
ASTM D1587 / D1587M-15(2023) · ASTM International, USABS EN ISO 22475-1:2021 · BSI / ISO / CEN, UK / International / EuropeASTM D6519-20 · ASTM International, USA
Typically used with
IS 1892IS 2132IS 8763
Also on InfraLens for IS 4453
4Key values1Tables3FAQs
Practical Notes
! Seal the ends of the sample tube with molten paraffin wax or microcrystalline wax immediately after extraction to prevent moisture loss.
! Use a stationary piston sampler for soft, sensitive clays to avoid sample disturbance and improve the recovery ratio.
! A high area ratio significantly disturbs the soil structure; always verify the sampler dimensions before authorizing undisturbed sampling.
Frequently referenced clauses
Cl. 4Types of SamplersCl. 5Design features of samplersCl. 6Procedure for samplingCl. 8Preservation and Handling of Samples
Pulled from IS 4453:1980. Browse the full clause & table index below in Tables & Referenced Sections.
soilclaysiltsand

International Equivalents

Similar International Standards
ASTM D1587 / D1587M-15(2023)ASTM International, USA
HighCurrent
Standard Practice for Thin-Walled Tube Sampling of Soils for Geotechnical Purposes
Directly equivalent practice for obtaining undisturbed samples using thin-walled (Shelby) tubes.
BS EN ISO 22475-1:2021BSI / ISO / CEN, UK / International / Europe
HighCurrent
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for execution
Modern comprehensive standard covering principles for all soil sampling, including undisturbed methods.
BS 5930:1999 + A2:2010BSI, UK
HighWithdrawn
Code of practice for site investigations
Classic, influential code that provided detailed guidance on undisturbed sampling (U100 sampler).
ASTM D6519-20ASTM International, USA
MediumCurrent
Standard Practice for Sampling of Soil Using a Hydraulically Operated Piston Sampler
Covers a specific high-quality method (piston sampling) also mentioned within IS 4453.
Key Differences
≠IS 4453 aims for 'undisturbed' samples but lacks the formal, tiered sample quality classification system (e.g., Category A, B, C) found in ISO 22475-1, which links sample quality directly to its suitability for specific laboratory tests.
≠IS 4453 is a 1980 document and has not been updated, whereas international standards like ASTM and ISO are reviewed and updated every 5-8 years, incorporating modern research, materials, and techniques.
≠While discussing piston samplers, IS 4453 provides less detailed technical requirements for their design and operation compared to dedicated modern standards like ASTM D6519 or the relevant sections in ISO 22475-1.
≠International standards often provide more specific guidance for sampling in difficult conditions, such as very soft clays or sands, and may specify more advanced samplers (e.g., GEL-PUSH, block samplers) not covered in IS 4453.
Key Similarities
≈All standards recognize the fundamental objective of obtaining soil samples with minimal disturbance to the in-situ structure, density, and moisture content.
≈The use of an open-drive, thin-walled tube sampler is the primary method recommended for obtaining high-quality samples in cohesive soils across all compared standards.
≈All codes emphasize the critical importance of sampler geometry, particularly a low area ratio (cutting edge ratio), to minimize sample disturbance during driving.
≈Core procedural guidelines, such as preparing a clean borehole base, using a smooth and rapid push (not hammering) to advance the sampler, and careful handling and sealing of the extracted sample, are common principles in all standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Area Ratio (Ar)Should generally be less than 15%, ideally around 10%.≤ 15% for thin-walled tube samplers to achieve Sample Quality Category A.ISO 22475-1
Inside Clearance Ratio (Ci)1 to 3% for thin-walled open drive samplers.0.5% to 3% is recommended; can be higher (up to 5%) for very soft sensitive soils.ISO 22475-1
Outside Clearance Ratio (Co)Should be small, generally between 0 and 2%.Should be less than the Inside Clearance Ratio (Ci). Typical values are 0-3%.ISO 22475-1
Minimum Sample Diameter (for high-quality tests)Recommends 75 mm and 100 mm sizes for laboratory testing.≥ 70 mm for Category A samples intended for tests like triaxial.ISO 22475-1
Standard Thin Tube ODSpecifies tubes such as 100 mm.3 in (76.2 mm) and 5 in (127 mm) are common standard sizes.ASTM D1587
Sample Sealing MediumMolten wax.Non-shrinking, flexible wax or special mechanical packers/caps. Recommends at least 25 mm (1 in) thickness of wax.ASTM D1587
Tube MaterialSteel of adequate strength.Carbon steel, stainless steel, or brass, with specified finishes (e.g., galvanized, lacquered).ASTM D1587
⚠ Verify details from original standards before use

Key Values4

Quick Reference Values
Area Ratio (Ar) for thin-walled samplers< 10%
Inside Clearance (Cr)1% to 3%
Outside Clearance (Co)0% to 2%
Recovery Ratio (for undisturbed sample)0.96 to 1.05
Key Formulas
Ar = ((Dw^2 - De^2) / De^2) * 100 — Area Ratio
Cr = ((Ds - De) / De) * 100 — Inside Clearance
Co = ((Dw - Dt) / Dt) * 100 — Outside Clearance
R = L / H — Recovery Ratio

Tables & Referenced Sections

Key Tables
Table 1 - Standard Dimensions of Thin-Walled Tube Samplers
Key Clauses
Clause 4 - Types of Samplers
Clause 5 - Design features of samplers
Clause 6 - Procedure for sampling
Clause 8 - Preservation and Handling of Samples

Related Resources on InfraLens

Cross-Referenced Codes
IS 1892:1979Code of practice for site investigations for ...
→
IS 2132:1986Code of practice for thin-walled tube samplin...
→
IS 8763:1978Code of practice for in-situ California beari...
→

Frequently Asked Questions3

What is the maximum recommended Area Ratio for undisturbed sampling?+
The Area Ratio should be less than 10% for undisturbed samples, though up to 15% is occasionally permitted for stiff soils.
Why is Inside Clearance provided in a sampler?+
It reduces friction between the soil sample and the inner wall of the tube, allowing the sample to expand elastically and slide in with minimal disturbance.
How do you evaluate if a sample has been compressed during extraction?+
By checking the Recovery Ratio (R). If R is significantly less than 1.0, the sample has been compressed or lost.

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