ISO 18674-3:2017
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 38
- Дата публикации:
- 30 октября 2017 г.
- Издание:
- ISO IS 18674 edition 1 version 1
- ICS:
- 13.080.20
ISO 18674-3:2017 specifies the measurement of displacements across a line by means of inclinometers carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674‑1. ISO 18674-3:2017 also refers to deflectometers (see Annex B) to supplement inclinometers for the determination of horizontal displacements across horizontal measuring lines. NOTE In general, there are two independent displacement components acting across measuring lines. Inclinometers allow the determination of the two components for vertical measuring lines. For horizontal lines, inclinometers are limited to the determination of the vertical component only. If applied in conjunction with ISO 18674‑2, ISO 18674-3:2017 allows the determination of displacements acting in any direction. ISO 18674-3:2017 is applicable to: - checking geotechnical designs in connection with the Observational Design procedure; - monitoring of geotechnical structures prior to, during and after construction (e.g. natural slopes, slope cuts, embankments, excavation walls, foundations, dams, refuse dumps, tunnels); - deriving geotechnical key parameters (e.g. from results of pile load tests or trial tunnelling); - identification and monitoring of active shear planes in the ground. NOTE ISO 18674-3:2017 fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of inclinometers as part of the geotechnical investigation and testing in accordance with References [1] and [2].
Abstract
Overview
ISO 18674-3:2017 defines how to measure displacements across a line using inclinometers for geotechnical monitoring. It sets out the principles for instrumentation, installation, measurement, data processing and reporting used to monitor ground movement, structures interacting with the ground and geotechnical works. The standard complements the general rules in ISO 18674‑1 and, together with ISO 18674‑2, enables determination of displacements in any direction.
Key topics and technical requirements
- Inclinometer types: distinction between probe inclinometers (traversing probes moved stepwise in a guide tube) and in-place inclinometers (IPI) (sensors fixed in-place or in elements).
- Sensor configurations: uniaxial (single plane) and biaxial (two perpendicular planes) tilt sensors; planes A and B are defined and marked on instruments.
- Inclinometer casing and guide tubes: requirements for guide tube installation, keyways, securing in boreholes or cast-in-place concrete.
- Measurement procedure: use of a reference measurement and subsequent follow-up readings; displacements are deduced by comparing tilt changes (see Annex A for evaluation procedures).
- Gauge length and base length: definitions and typical values (gauge length commonly 0.5 m or 1.0 m for probe inclinometers).
- Accuracy and repeatability: instruments, depth-marking and calibration checks are required to ensure reliable results.
- Limitations: for vertical measuring lines inclinometers can resolve two lateral components; for horizontal lines they measure the vertical component only. Deflectometers (Annex B) can supplement inclinometers to capture horizontal displacements on horizontal lines.
- Documentation: installation reports and monitoring reports with data processing, evaluation and interpretation requirements.
Applications and users
ISO 18674-3 is applicable to:
- Monitoring natural slopes, embankments, excavation walls, foundations, dams, tunnels and refuse dumps.
- Checking geotechnical designs under the Observational Design approach.
- Deriving geotechnical parameters from load tests or trial tunnelling.
- Identifying active shear planes and tracking subsurface movement.
Typical users:
- Geotechnical engineers and consultants
- Instrumentation specialists and field technicians
- Civil and tunnel contractors
- Surveyors and monitoring programme managers
- Researchers conducting ground movement studies
Related standards
- ISO 18674-1: General rules for geotechnical monitoring
- ISO 18674-2: Extensometers (displacements along a line)
- ISO 22475-1: Sampling and groundwater measurement principles
Keywords: ISO 18674-3:2017, geotechnical monitoring, inclinometers, displacement measurement, probe inclinometer, in-place inclinometer, inclinometer casing, deflectometer, gauge length, biaxial inclinometer.
Технические детали
- Технический комитет
- ISO/TC 182 - Geotechnics
- SKU
- ISO 18674-3:2017
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