Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear tests (ISO/TS 17892-10:2004)

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.

Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 10: Direkte Scherversuche (ISO/TS 17892-10:2004)

Diese Technische Spezifikation legt Laborversuchsverfahren zur Bestimmung der wirksamen Scherparameter von Böden fest im Bereich der geotechnischen Untersuchungen nach ENV 1997-1 und ENV 1997-2.
Das Versuchsverfahren besteht aus dem Einbringen des Probekörpers in das direkte Schergerät unter Aufbringung einer vorher bestimmten Normalspannung, wobei der Probekörper entwässert (und, falls erforderlich, getrocknet) wird. Es ist auch vorgesehen, den Probekörper unter Normalspannung zu verdichten, die Rahmen zum Halten des Probekörpers zu lösen und einen Rahmen horizontal gegenüber dem anderen Rahmen bei konstanter Geschwindigkeit zu verformen und die horizontale Scherkraft und Verformung zu messen. Das Scheren wird so langsam durchgeführt, dass erhöhter Porendruck über die Entwässerung abgetaut wird und somit die tatsächlichen Spannungen den Normalspannungen entsprechen.
Direkte Scherversuche werden im Erd- und Grundbau zur Bestimmung der effektiven Scherparameter von Böden durchgeführt.

Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 10: Essais de cisaillement direct (ISO/TS 17892-10:2004)

L'ISO 17892-10:2004 spécifie les méthodes d'essai de laboratoire destinées à déterminer les paramètres de résistance au cisaillement effective des sols dans le domaine des reconnaissances géotechniques conformes à prEN 1997-1 et -2.
La méthode d'essai consiste à placer l'éprouvette dans l'appareil de cisaillement direct, à appliquer une contrainte normale pré-déterminée pour permettre le drainage (et l'humidification, si nécessaire) de l'éprouvette, ou à consolider l'éprouvette sous une contrainte normale, à désolidariser les boîtes horizontales qui contiennent l'éprouvette, à déplacer horizontalement une des boîtes par rapport à l'autre à vitesse de déformation constante, et à mesurer la force de cisaillement et le déplacement horizontal pendant le cisaillement de l'éprouvette. Le cisaillement est produit suffisamment lentement pour que la surpression interstitielle se dissipe par drainage de telle sorte que les contraintes effectives soient égales aux contraintes totales
Les essais de cisaillement direct sont utilisés pour déterminer la résistance effective des sols destinée au dimensionnement des ouvrages en terre et des fondations.

Geotehnično preiskovanje in preskušanje – Laboratorijsko preskušanje zemljin – 10. del: Neposredni strižni preskus (ISO/TS 17892-10:2004)

Ta dokument določa laboratorijske preskusne metode za ugotavljanje parametra efektivne strižne trdnosti za zemljine v okviru geotehničnih preiskav v skladu s prEN 1997-1 in -2. Preskusna metoda je sestavljena iz namestitve preskusnega vzorca v neposredni strižni pripomoček, vnosa vnaprej določene normalne napetosti, zagotavljanja drenaže (in po potrebi močenja) preskusnega vzorca ali obojega, utrditve vzorca pod normalno napetostjo, odklepanja okvira, ki drži vzorec, in premikanja enega okvira v vodoravni smeri glede na drugega s stalno hitrostjo strižne deformacije ter merjenja strižne sile in vodoravne premestitve ob striženju vzorca.  Striženje poteka dovolj počasi, da odvečni porni tlak izginja z drenažo in da so efektivne napetosti enake skupnim napetostim. Neposredni strižni preskusi se uporabljajo pri zemeljskih delih in temeljenju za določevanje efektivne strižne trdnosti zemljin.

General Information

Status
Withdrawn
Publication Date
14-Oct-2004
Withdrawal Date
18-Dec-2018
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
19-Dec-2018

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SLOVENSKI STANDARD
SIST-TS CEN ISO/TS 17892-10:2004
01-december-2004
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH±/DERUDWRULMVNRSUHVNXãDQMH]HPOMLQ±
GHO1HSRVUHGQLVWULåQLSUHVNXV ,6276
Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear
tests (ISO/TS 17892-10:2004)
Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil
10: Direkte Scherversuche (ISO/TS 17892-10:2004)
Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 10:
Essais de cisaillement direct (ISO/TS 17892-10:2004)
Ta slovenski standard je istoveten z: CEN ISO/TS 17892-10:2004
ICS:
13.080.20 Fizikalne lastnosti tal Physical properties of soils
93.020 Zemeljska dela. Izkopavanja. Earthworks. Excavations.
Gradnja temeljev. Dela pod Foundation construction.
zemljo Underground works
SIST-TS CEN ISO/TS 17892-10:2004 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST-TS CEN ISO/TS 17892-10:2004

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SIST-TS CEN ISO/TS 17892-10:2004
TECHNICAL SPECIFICATION
CEN ISO/TS 17892-10
SPÉCIFICATION TECHNIQUE
TECHNISCHE SPEZIFIKATION
October 2004
ICS 13.080.20; 93.020
English version
Geotechnical investigation and testing - Laboratory testing of
soil - Part 10: Direct shear tests (ISO/TS 17892-10:2004)
Reconnaissance et essais géotechniques - Essais de sol Geotechnische Erkundung und Untersuchung -
au laboratoire - Partie 10: Essai de cisaillement direct Laborversuche an Bodenproben - Teil 10: Direkte
(ISO/TS 17892-10:2004) Scherversuche (ISO/TS 17892-10:2004)
This Technical Specification (CEN/TS) was approved by CEN on 2 February 2004 for provisional application.
The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their
comments, particularly on the question whether the CEN/TS can be converted into a European Standard.
CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS available
promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS)
until the final decision about the possible conversion of the CEN/TS into an EN is reached.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2004 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN ISO/TS 17892-10:2004: E
worldwide for CEN national Members.

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SIST-TS CEN ISO/TS 17892-10:2004
CEN ISO/TS 17892-10:2004 (E)
Contents
page
Foreword.3
1 Scope .5
2 Normative references .5
3 Terms and definitions .5
4 Equipment .6
5 Specimen .9
6 Test procedure.10
7 Test results.12
8 Test report .14
Bibliography .16

Figures
Figure 1 — Schematic drawing of a conventional and a parallel controlled shearbox.
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