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

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.

Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 10: Direkte Scherversuche (ISO 17892-10:2018)

Dieses Dokument legt zwei Laborprüfverfahren zur Bestimmung der effektiven Scherfestigkeit von Böden unter konsolidierten, drainierten Bedingungen fest, bei denen entweder ein Rahmenschergerät oder ein Ringschergerät verwendet wird.
Dieses Dokument gilt für die Laborbestimmung der effektiven Scherfestigkeitsparameter für Böden in direkten Scherversuchen innerhalb des Anwendungsbereiches geotechnischer Untersuchungen.
Die in dieses Dokument aufgenommenen Versuche gelten für ungestörte, gestörte, wiederverdichtete oder aufgearbeitete Böden. Das Verfahren beschreibt die Anforderungen zur Bestimmung des Scherwiderstands eines Probekörpers unter einer einzigen vertikalen (Normal-)Spannung. Im Allgemeinen werden drei oder mehr ähnliche Probekörper aus einem Boden für das Abscheren unter drei oder mehr verschiedenen vertikalen Spannungen hergestellt, um die Scherfestigkeitsparameter in Übereinstimmung mit Anhang B bestimmen zu können.
Spezielle Verfahren für die Herstellung und Prüfung von Probekörpern, z. B. stufenweise Belastung und Vorscheren (Anscheren), oder für Grenzflächenuntersuchungen zwischen Böden und anderen Materialien sind nicht Teil des Verfahrens in diesem Dokument.
ANMERKUNG   Das vorliegende Dokument erfüllt die Anforderungen an die Bestimmung der drainierten Scherfestigkeit von Böden bei direktem Scheren für die geotechnische Erkundung und Untersuchung nach EN 1997 1 und EN 1997 2.

Reconnaissance et essais géotechniques - Essais de laboratoire des sols - Partie 10: Essai de cisaillement direct (ISO 17892-10:2018)

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.
Ce 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.
Les essais présentés dans ce document s'appliquent aux sols non remaniés, remoulés, recompactés ou reconstitués. La procédure décrit les exigences applicables à la détermination de la résistance au cisaillement d'une éprouvette soumise à une contrainte verticale (normale) unique. En général, au moins trois éprouvettes similaires d'un même sol sont préparées en vue de les soumettre au cisaillement sous au moins trois pressions verticales différentes afin de pouvoir déterminer les paramètres de résistance au cisaillement conformément à l'Annexe B.
Les procédures spéciales de préparation et d'essai des éprouvettes, telles que le chargement par étapes et le pré-cisaillement, ou destinées aux essais d'interface entre les sols et les autres matériaux, ne sont pas couvertes par la procédure du présent document.
NOTE       Le présent document répond aux exigences applicables à la détermination de la résistance au cisaillement drainé des sols soumis à un cisaillement direct pour la reconnaissance et les essais géotechniques conformément aux normes EN 1997‑1 et EN 1997‑2.

Geotehnično preiskovanje in preskušanje - Laboratorijsko preskušanje zemljin - 10. del: Neposredni strižni preskus (ISO 17892-10:2018)

Ta dokument določa dve laboratorijski preskusni metodi za določevanje efektivne strižne trdnosti zemljin v konsolidiranih dreniranih pogojih s strižnikom ali pripomočkom za krožno striženje. Ta dokument se uporablja za laboratorijsko določevanje parametrov efektivne strižne trdnosti za zemljine v neposrednem strigu, ki spada na področje uporabe geotehničnega preiskovanja.
Preskusi iz tega dokumenta so namenjeni za neporušene, ponovno pregnetene, ponovno zgoščene ali obdelane zemljine. V postopku so opisane zahteve za določevanje strižne odpornosti primerka pri enkratni navpični (normalni) obremenitvi. Običajno so pripravljeni trije ali več primerkov za striženje pod tremi ali več različnimi navpičnimi pritiski, da se lahko določijo parametri strižne trdnosti v skladu z dodatkom B.
Posebni postopki za pripravo in preskušanje primerka, kot sta stopenjska obremenitev in predstriženje,
oziroma za vmesne preskuse med zemljinami in drugim materialom v postopku iz tega dokumenta niso obravnavani.
OPOMBA: Ta dokument izpolnjuje zahteve za določevanje drenirane strižne trdnosti zemljin v neposrednem strigu za geotehnično preiskovanje in preskušanje v skladu s standardoma EN 1997-1 in EN 1997-2.

General Information

Status
Published
Publication Date
18-Dec-2018
Withdrawal Date
29-Jun-2019
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
19-Dec-2018
Due Date
29-Apr-2020
Completion Date
19-Dec-2018

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Geotechnical investigation and testing - Laboratory testing of soil - Part 10: Direct shear
tests (ISO 17892-10:2018)
Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil
10: Direkte Scherversuche (ISO 17892-10:2018)
Reconnaissance et essais géotechniques - Essais de laboratoire des sols - Partie 10:
Essai de cisaillement direct (ISO 17892-10:2018)
Ta slovenski standard je istoveten z: EN ISO 17892-10:2018
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
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EN ISO 17892-10
EUROPEAN STANDARD
NORME EUROPÉENNE
December 2018
EUROPÄISCHE NORM
ICS 13.080.20; 93.020 Supersedes CEN ISO/TS 17892-10:2004
English Version
Geotechnical investigation and testing - Laboratory testing
of soil - Part 10: Direct shear tests (ISO 17892-10:2018)
Reconnaissance et essais géotechniques - Essais de Geotechnische Erkundung und Untersuchung -
laboratoire des sols - Partie 10: Essai de cisaillement Laborversuche an Bodenproben - Teil 10: Direkte
direct (ISO 17892-10:2018) Scherversuche (ISO 17892-10:2018)
This European Standard was approved by CEN on 29 November 2018.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this
European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by
translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management
Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 17892-10:2018 E
worldwide for CEN national Members.

Contents Page
European foreword . 3

European foreword
This document (EN ISO 17892-10:2018) has been prepared by Technical Committee ISO/TC 182
"Geotechnics" in collaboration with Technical Committee CEN/TC 341 “Geotechnical Investigation and
Testing” the secretariat of which is held by BSI.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by June 2019, and conflicting national standards shall be
withdrawn at the latest by June 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes CEN ISO/TS 17892-10:2004.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and the United Kingdom.
Endorsement notice
The text of ISO 17892-10:2018 has been approved by CEN as EN ISO 17892-10:2018 without any
modification.
INTERNATIONAL ISO
STANDARD 17892-10
First edition
2018-11
Geotechnical investigation and
testing — Laboratory testing of soil —
Part 10:
Direct shear tests
Reconnaissance et essais géotechniques — Essais de laboratoire
des sols —
Partie 10: Essai de cisaillement direct
Reference number
ISO 17892-10:2018(E)
©
ISO 2018
ISO 17892-10:2018(E)
© ISO 2018
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting
on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address
below or ISO’s member body in the country of the requester.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: +41 22 749 01 11
Fax: +41 22 749 09 47
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii © ISO 2018 – All rights reserved

ISO 17892-10:2018(E)
Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 2
5 Apparatus . 3
5.1 General . 3
5.2 Shear devices . 4
5.2.1 Shearbox test apparatus . 4
5.2.2 Ring shear apparatus . 5
5.3 Loading-devices . 8
5.4 Measuring devices. 8
5.4.1 Load measuring devices . 8
5.4.2 Torque measuring devices . 8
5.4.3 Displacement measuring devices . 8
5.5 Ancillary apparatus . 9
6 Test procedure . 9
6.1 General requirements . 9
6.2 Preparation of specimen. 9
6.2.1 General requirements and selection of the preparation method . 9
6.2.2 General requirements for preparation of specimens from undisturbed samples 10
6.2.3 Trimming from extruded or block samples .10
6.2.4 Extrusion from a tube of diameter larger than the mould and cutter .10
6.2.5 Preparation of laboratory fabricated specimens .11
6.3 Measurements before testing .11
6.4 Equipment preparation .11
6.5 Consolidation .12
6.6 Shearing .14
7 Test results .15
7.1 Water content .15
7.2 Initial dry density .15
7.3 Initial bulk density .15
7.4 Initial void ratio .16
7.5 Initial degree of saturation .16
7.6 Void ratio during testing .16
7.7 Stresses and displacements .16
7.7.1 Shearbox .16
7.7.2 Ring shear .16
7.8 Plotting .17
8 Test report .17
8.1 Mandatory reporting .17
8.2 Optional reporting .18
Annex A (normative) Calibration, maintenance and checks .19
Annex B (informative
...

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