ISO 22476-6:2018
Geotechnical investigation and testing — Field testing — Part 6: Self-boring pressuremeter test
Geotechnical investigation and testing — Field testing — Part 6: Self-boring pressuremeter test
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 21
- Дата публикации:
- 20 сентября 2018 г.
- Издание:
- ISO IS 22476 edition 1 version 1
- ICS:
- 93.020
This document specifies the equipment requirements, execution of and reporting on self-boring pressuremeter (SBP) tests. NOTE This document fulfils the requirements for self-boring pressuremeter test as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2. Tests with the self-boring pressuremeter cover the measurement in situ of the deformation of soils and weak rocks by the expansion and contraction of a cylindrical flexible membrane under pressure.
Abstract
Overview
ISO 22476-6:2018 - Geotechnical investigation and testing - Field testing - Part 6: Self-boring pressuremeter test (SBP) specifies the equipment requirements, execution and reporting for self-boring pressuremeter tests. The standard covers in situ measurement of soil and weak rock deformation by expanding and contracting a cylindrical flexible membrane, and it fulfils requirements for geotechnical investigation services referenced in EN 1997-1 and EN 1997-2.
Key technical topics and requirements
- Equipment and probe design
- Composition and function of the self-boring pressuremeter probe, including the central measuring cell, membrane, core, fluid lines and protective “Chinese lantern”.
- Minimum volumetric expansion capability (≥ 25% of initial volume) and a minimum slenderness ratio (expanding length/diameter ≥ 4.0).
- Use of at least three displacement transducers to monitor mean radial expansion and non‑circular deformation.
- Pressure transducer locations (above ground or inside probe, <1 m above cell centre).
- Self-boring head and insertion
- Description of the cutting shoe and self-boring head used to advance the probe while minimizing disturbance.
- Requirement that the deflated probe outside diameter normally matches the cutting shoe diameter; oversize usage must be reported.
- Measurement, control and data acquisition
- Control Unit (CU) functions: pressurization, automatic recording of time, pressure and volume or radial displacement, depth measurement and data logging.
- Options for fluid (liquid assumed incompressible or gas) to inflate the measuring cell; pore pressure transducers may be integrated.
- Test procedure and quality control
- Selection of equipment and procedures, calibration and correction of readings, probe placing, relaxation, loading program (including end-of-test criteria) and borehole backfilling.
- Reporting requirements and interpretation of pressure–displacement (SBP) curves.
- Supportive material
- Annexes cover calibration and corrections, probe placement guidance, accuracy, and strain conversions.
Practical applications
- In situ characterisation of soil and weak rock stiffness and deformability for:
- Foundation design and settlement analysis
- Retaining structures and slope stability assessments
- Ground improvement evaluation and verification
- Specialized site investigations where minimizing disturbance is critical
- Provides pressure–displacement data useful for constitutive modelling and design checks under Eurocode geotechnical frameworks.
Who should use this standard
- Geotechnical engineers and consultants
- Site investigation contractors and instrument manufacturers
- Laboratory and field-testing teams responsible for SBP execution and data interpretation
- Designers requiring in situ parameters for foundations, earthworks and ground improvement
Related standards
- ISO 22475-1 (sampling methods and groundwater measurements)
- ISO 10012 (measurement management systems)
- EN 1997-1 / EN 1997-2 (Eurocode 7 geotechnical design and investigation)
Keywords: ISO 22476-6:2018, self-boring pressuremeter, SBP, pressuremeter test, geotechnical investigation, in situ testing, pressure–displacement curve, EN 1997.
Технические детали
- Технический комитет
- ISO/TC 182 - Geotechnics
- SKU
- ISO 22476-6:2018
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