SIST EN ISO 17892-10:2019 PDF
Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests (ISO 17892-10:2018)
Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests (ISO 17892-10:2018)
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 31
- Дата публикации:
- 13 февраля 2019 г.
- ICS:
- 13.080.20
- Технический комитет:
- KON.007 - Geotechnics
This document specifies two laboratory test methods for the determination of the effective shear strength of soils under consolidated drained conditions using either a shearbox or a ring shear device. This document is applicable to the laboratory determination of effective shear strength parameters for soils in direct shear within the scope of geotechnical investigations. The tests included in this document are for undisturbed, remoulded, re-compacted or reconstituted soils. The procedure describes the requirements of a determination of the shear resistance of a specimen under a single vertical (normal) stress. Generally three or more similar specimens from one soil are prepared for shearing under three or more different vertical pressures to allow the shear strength parameters to be determined in accordance with Annex B. Special procedures for preparation and testing the specimen, such as staged loading and pre-shearing or for interface tests between soils and other materials, are not covered in the procedure of this document. NOTE This document fulfils the requirements of the determination of the drained shear strength of soils in direct shear for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.
Abstract
Overview
EN ISO 17892-10:2018 - Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests (ISO 17892-10:2018) specifies laboratory procedures to determine the effective shear strength of soils under consolidated drained conditions. The standard covers two direct-shear methods: the shearbox test and the ring shear test, applicable to undisturbed, remoulded, re‑compacted or reconstituted specimens. Tests are performed under a single vertical (normal) stress, generally using three or more specimens tested at different normal stresses to derive shear strength parameters (see Annex B).
Key topics and technical requirements
- Test methods: Detailed procedures for shearbox and ring shear devices, including the distinction that shearbox tests are typically used for peak strength while ring shear tests are commonly used for residual strength.
- Specimen preparation: Requirements for preparing specimens from undisturbed samples, trimming, extrusion and laboratory-fabricated specimens; preparation methods are provided but special procedures (staged loading, pre-shearing, and interface testing) are excluded.
- Apparatus and calibration: Specifications for shear devices, loading systems, load/torque and displacement measurement devices, plus Annex A covering calibration, maintenance and checks.
- Consolidation and shearing: Requirements for consolidation under the prescribed normal stress and controlled drained shearing; measurement and recording of stresses, displacements and volumetric changes during testing.
- Data, calculations and reporting: Reporting mandatory and optional test data, calculation of initial densities and void ratios, plotting results and deriving effective shear strength parameters (further calculations summarized in Annex B).
Practical applications
- Deriving effective cohesion (c') and effective friction angle (φ') parameters for geotechnical design.
- Use in foundation design, slope stability analyses, retaining wall design, embankment and earthworks assessments, tunnelling and underground works where drained shear strength is required.
- Determination of residual strength for fine-grained soils prone to strain softening, and assessment of interface shear strength where appropriate tests are performed (note: interface tests are not covered by this part).
Who should use this standard
- Geotechnical laboratories and testing technicians performing direct shear tests.
- Geotechnical engineers and consultants interpreting lab shear strength results.
- Research institutions developing soil strength models.
- Contractors and designers needing standardized, reproducible shear strength data for compliance with EN 1997‑1 and EN 1997‑2.
Related standards
- EN 1997‑1 and EN 1997‑2 (geotechnical design and investigation) - this document fulfills requirements for drained shear strength determination referenced by these Eurocodes.
- Other parts of ISO 17892 (laboratory soil testing series) for complementary test methods and soil property characterization.
Keywords: EN ISO 17892-10:2018, direct shear tests, shearbox, ring shear, effective shear strength, consolidated drained, laboratory testing of soil, geotechnical investigation.
Технические детали
- SKU
- SIST EN ISO 17892-10:2019
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