NF EN ISO 17892-10
NF EN ISO 17892-10

NF EN ISO 17892-10

December 2018
Standard Current

Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests

Le présent document spécifie deux méthodes de détermination de la résistance au cisaillement effective des sols dans des conditions consolidées drainées par essais de laboratoire en utilisant soit une boîte de cisaillement, soit un dispositif de cisaillement annulaire. Le présent document s''applique à la détermination en laboratoire des paramètres de résistance au cisaillement effective des sols en conditions de cisaillement direct dans le cadre d''investigations géotechniques.

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Main informations

Collections

National standards and national normative documents

Publication date

December 2018

Number of pages

34 p.

Reference

NF EN ISO 17892-10

ICS Codes

13.080.20   Physical properties of soils
93.020   Earthworks. Excavations. Foundation construction. Underground works

Print number

1

International kinship

ISO 17892-10:2018

European kinship

EN ISO 17892-10:2018
Sumary
Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests

Le présent document spécifie deux méthodes de détermination de la résistance au cisaillement effective des sols dans des conditions consolidées drainées par essais de laboratoire en utilisant soit une boîte de cisaillement, soit un dispositif de cisaillement annulaire. Le présent document s''applique à la détermination en laboratoire des paramètres de résistance au cisaillement effective des sols en conditions de cisaillement direct dans le cadre d''investigations géotechniques.
Replaced standards (1)
XP CEN ISO/TS 17892-10
XP CEN ISO/TS 17892-10
August 2005
Standard Cancelled
Geotechnical investigation and testing - Laboratory testing of soil - Part 10 : direct shear tests

ISO/TS 17892-10:2004 specifies laboratory test methods to establish the effective shear strength parameter for soils within the scope of the geotechnical investigations according to prEN 1997-1 and -2. The test method consists of placing the test specimen in the direct shear device, applying a pre-determined normal stress, providing for draining (and wetting if required) of the test specimen, or both, consolidating the specimen under normal stress, unlocking the frames that hold the specimen, and displacing one frame horizontally with respect to the other at a constant rate of shear-deformation and measuring the shearing force, and horizontal displacements as the specimen is sheared. Shearing is applied slowly enough to allow excess pore pressures to dissipate by drainage so that effective stresses are equal to total stresses. Direct shear tests are used in earthworks and foundation engineering for the determination of the effective shear strength of soils.

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