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IS 10883 : 1984Code of practice for selection of exploration methods and bore-hole logging procedures for underground investigations

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BS 5930 · EN 1997-2 · ASTM D420
CurrentFrequently UsedCode of PracticeBIMGeotechnical · Surveying and Geotechnical Investigation
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OverviewValues5InternationalTablesFAQ4Related

IS 10883:1984 is the Indian Standard (BIS) for selection of exploration methods and bore-hole logging procedures for underground investigations. This code of practice provides guidance on the selection of suitable exploration methods and standardizes the procedures for logging data obtained from boreholes during underground investigations. It covers the planning of exploration, different methods like boring and drilling, and the essential details to be recorded for characterizing soil and rock strata for civil engineering projects.

Provides guidance on the selection of appropriate exploration methods and bore-hole logging procedures for various underground investigations.

Overview

Status
Current
Usage level
Frequently Used
Domain
Geotechnical — Surveying and Geotechnical Investigation
Type
Code of Practice
International equivalents
BS 5930:2015+A1:2020 · BSI - British Standards Institution, UKEN 1997-2:2007 · CEN - European Committee for Standardization, EuropeASTM D420-18 · ASTM International, USAISO 22475-1:2021 · ISO - International Organization for Standardization, International
Typically used with
IS 1892IS 2131IS 2132IS 5529
Also on InfraLens for IS 10883
5Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! This code should be read in conjunction with IS 1892 for a comprehensive approach to subsurface investigations for foundations.
! The accuracy of the borehole log is paramount; ensure all details, including water levels, strata changes, and sample depths, are recorded meticulously on-site.
! The choice between disturbed (e.g., from SPT) and undisturbed (e.g., from Shelby tube) sampling depends entirely on the specific laboratory tests planned.
Frequently referenced clauses
Cl. 3Planning of Subsurface ExplorationCl. 4Exploration MethodsCl. 5Boring and DrillingCl. 6Logging of Bore HolesCl. 7Sampling
Pulled from IS 10883:1984. Browse the full clause & table index below in Tables & Referenced Sections.
soilrockgroundwater

International Equivalents

Similar International Standards
BS 5930:2015+A1:2020BSI - British Standards Institution, UK
HighCurrent
Code of practice for ground investigations
Comprehensive coverage of all stages of ground investigation, from planning to reporting, similar to the intent of IS 10883.
EN 1997-2:2007CEN - European Committee for Standardization, Europe
HighCurrent
Eurocode 7: Geotechnical design - Part 2: Ground investigation and testing
Details requirements for the planning, execution, and reporting of geotechnical investigations, directly aligning with IS 10883's scope.
ASTM D420-18ASTM International, USA
MediumCurrent
Standard Guide to Site Characterization for Engineering, Design, and Construction Purposes
Focuses on the selection and planning of investigation programs, similar to the first half of IS 10883, but less on specific logging procedures.
ISO 22475-1:2021ISO - International Organization for Standardization, International
HighCurrent
Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for execution
Provides technical principles for executing sampling and investigation, overlapping significantly with the methods and procedures in IS 10883.
Key Differences
≠IS 10883:1984 is dated and does not include modern geophysical techniques like Ground Penetrating Radar (GPR) or Multi-channel Analysis of Surface Waves (MASW), which are standard in current international practice (e.g., BS 5930).
≠Modern international standards (e.g., Eurocode 7) are integrated into a broader risk-based design framework, emphasizing Geotechnical Categories and linking investigation intensity to project complexity, a concept not formalized in IS 10883.
≠International standards like EN ISO 22476-3 mandate the correction of SPT N-values to a reference energy ratio (N60), a practice not required by the 1984 Indian standard, leading to potential inconsistencies in data.
≠BS 5930 and EN 1997-2 have extensive and explicit requirements for health, safety, and environmental management during investigations (e.g., dealing with contaminated land, utility clearance), which are minimally covered in IS 10883.
≠International codes place greater emphasis on digital data acquisition, management, and the development of 3D ground models, whereas IS 10883 primarily describes manual logging and paper-based reporting.
Key Similarities
≈All standards advocate a phased approach to investigation, starting with a desk study/reconnaissance, followed by preliminary and then detailed investigations.
≈The fundamental principles of borehole logging, such as recording of strata depth, soil/rock description, sample details, water levels, and drilling progress, are common across all standards.
≈The use of core drilling for rock investigation and the calculation of Rock Quality Designation (RQD) as a primary measure of rock mass quality is a shared, fundamental practice.
≈The basic types of exploration methods described, such as trial pits, boreholes (percussion and rotary), and basic in-situ tests like the Standard Penetration Test (SPT), form the common foundation of all the codes.
Parameter Comparison
ParameterIS ValueInternationalSource
Guideline Borehole Spacing for Large Buildings30 m to 60 m grid for large plan areas.15 m to 30 m grid for high-rise or sensitive structures.EN 1997-2:2007
SPT Hammer Energy CorrectionNot required. Hammer type (donut/safety) is specified but efficiency is not standardized.Mandatory correction of field N-value to a reference 60% energy efficiency (N60).ASTM D1586 / EN ISO 22476-3
Minimum Rock Core Diameter for CharacterizationNX size (approx. 54mm core) is commonly recommended for major projects.Larger diameters (e.g., H-size, 96mm core) are preferred for better recovery in fractured/weak rock; N-size (approx. 76mm core) is often a practical minimum.BS 5930:2015+A1:2020
RQD Core Piece Length ThresholdSum of intact core pieces longer than 10 cm.Sum of sound core pieces longer than 100 mm (or 0.33 ft).ASTM D6032
Scope of Listed Geophysical MethodsPrimarily seismic refraction and electrical resistivity methods.Wide range including GPR, MASW, seismic tomography, microgravity, and electromagnetic methods.BS 5930:2015+A1:2020
Soil Classification System BasisBased on IS 1498 (classification by grain size, plasticity).Based on ISO 14688-1 & -2 or national systems often derived from USCS (e.g., ASTM D2487).EN 1997-2 / ISO 14688-1
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Typical borehole spacing for compact building site10 m to 30 m
Minimum depth of exploration below foundation base1.5 times the width of foundation
Acceptable area ratio for undisturbed samplers< 10%
Recommended minimum inside clearance for samplers1.0% to 3.0%
Commonly used undisturbed sample (Shelby tube) diameter75 mm or 100 mm

Tables & Referenced Sections

Key Tables
Table 1 - Applicability of Exploration Methods for Various Purposes
Table 2 - Typical Symbols for Graphic Logs
Key Clauses
Clause 3 - Planning of Subsurface Exploration
Clause 4 - Exploration Methods
Clause 5 - Boring and Drilling
Clause 6 - Logging of Bore Holes
Clause 7 - Sampling

Related Resources on InfraLens

Cross-Referenced Codes
IS 1892:1979Code of practice for site investigations for ...
→
IS 2131:1981Method for standard penetration test for soil...
→
IS 2132:1986Code of practice for thin-walled tube samplin...
→
IS 5529:1974Code of practice for geodetic survey - Part 3...
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Frequently Asked Questions4

What are the essential components of a borehole log?+
A log must include project details, coordinates, ground level, borehole diameter, water table, strata description, sample types with depth and number, and in-situ test results like SPT 'N' values (Clause 6).
What are the main methods of subsurface exploration covered?+
The code details methods including test pits, trenches, and various types of boring (auger, wash, rotary) and drilling (percussion, rotary) (Clause 4).
How do I choose an exploration method?+
The selection depends on the purpose of the investigation, type of ground expected, required depth, and the type of samples or in-situ data needed, as guided by Table 1.
What is the purpose of borehole logging?+
To create a permanent, standardized record of the subsurface conditions encountered, which forms the primary basis for geotechnical analysis and foundation design (Clause 6).

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