SIST EN ISO 17892-5:2017 PDF
Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO 17892-5:2017)
Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO 17892-5:2017)
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 34
- Дата публикации:
- 11 августа 2017 г.
- ICS:
- 13.080.20
- Технический комитет:
- KON.007 - Geotechnics
ISO 17892-5:2017 specifies methods for the determination of the compressibility characteristics of soils by incremental loading in an oedometer. ISO 17892-5:2017 is applicable to the laboratory determination of the compression and deformation characteristics of soil within the scope of geotechnical investigations. The oedometer test is carried out on a cylindrical test specimen that is confined laterally by a rigid ring. The specimen is subjected to discrete increments of vertical axial loading or unloading and is allowed to drain axially from the top and bottom surfaces. Tests may be carried out on undisturbed, remoulded, recompacted or reconstituted specimens. The stress paths and drainage conditions in foundations are generally three dimensional and differences can occur in the calculated values of both the magnitude and the rate of settlement. The small size of the specimen generally does not adequately represent the fabric features present in natural soils. Analysis of consolidation tests is generally based on the assumption that the soil is saturated. In case of unsaturated soils, some of the derived parameters may not be appropriate NOTE This document fulfils the requirements of the determination of the compressibility characteristics of soils in the oedometer for geotechnical investigation and testing in accordance with EN 1997?1 and EN 1997?2.
Abstract
Overview
EN ISO 17892-5:2017 - Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO 17892-5:2017) - specifies internationally harmonized methods to determine the compressibility characteristics of soils using the incremental loading oedometer (oedometer) in the laboratory. The standard covers equipment, specimen preparation, measurement, loading sequences, data analysis and reporting for one‑dimensional consolidation tests performed on undisturbed, remoulded, recompacted or reconstituted specimens.
Key topics and requirements
- Test purpose: Determine soil compression, deformation characteristics and consolidation behaviour under discrete increments of vertical axial load.
- Specimen geometry: Cylindrical specimens confined laterally by a rigid ring; drainage permitted only through top and bottom faces (axial drainage).
- Loading procedure: Incremental loading and unloading steps with controlled application of axial stress and measurement of axial settlement with time.
- Measurement and analysis: Procedures to record specimen height, vertical strain, void ratio and to prepare compression‑stress diagrams for deriving compressibility parameters.
- Initial values: Requirements to report initial water content, bulk and dry density and specimen dimensions.
- Assumptions and limitations: Tests are generally analysed assuming saturation - parameters derived may be inappropriate for unsaturated soils. Small specimen size and one‑dimensional drainage/stress path can differ from three‑dimensional field conditions, so extrapolation to foundation behaviour requires engineering judgement.
- Quality and traceability: Includes calibration, maintenance and checks (annex) and mandatory/optional items for the test report.
- Conformance: Fulfils requirements for oedometer compressibility testing referenced in EN 1997‑1 and EN 1997‑2.
Applications and who uses it
- Applications: Foundation settlement prediction, consolidation analysis, ground improvement design, earthworks and embankment settlement assessment, and pre‑construction site investigation laboratory testing.
- Primary users: Geotechnical engineers, laboratory technicians, engineering consultants, academic researchers, contractors performing site investigation and laboratories seeking standardised compressibility data.
- Value: Provides reproducible, comparable laboratory results for use in design calculations and geotechnical reports, improving reliability of settlement and consolidation assessments.
Related standards
- ISO 17892‑1 (water content determination)
- ISO 14688‑1 (soil identification and description)
- EN 1997‑1 / EN 1997‑2 (Eurocode geotechnical design references)
Keywords: EN ISO 17892-5:2017, incremental loading oedometer test, oedometer test, soil compressibility, consolidation test, laboratory testing of soil, geotechnical investigation, settlement prediction.
Технические детали
- SKU
- SIST EN ISO 17892-5:2017
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