Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test (ISO/TS 17892-8:2004)

ISO/TS 17892-8:2004 specifies the test method for the determination of the compressive strength of a cylindrical, water-saturated specimen of undisturbed or remoulded cohesive soil when first subjected to an isotropic stress without allowing any drainage from the specimen, and thereafter sheared under undrained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2.
NOTE "Water-saturated" refers to the in-situ condition. The material tested need not necessarily be saturated at all stages during the laboratory testing.

Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 8: Unkonsolidierter undränierter Triaxialversuch (ISO/TS 17892-8:2004)

Diese Technische Spezifikation legt das Verfahren zur Bestimmung der Spannungs-Dehnungs-Beziehungen eines zylindrischen, wassergesättigten Probekörpers aus ungestörtem oder aufbereitetem kohäsiven Boden, der ausgehend von einer unkonsolidierten isotropen Belastung unter undränierten Bedingungen abgeschert wird im Rahmen geotechnischer Untersuchungen nach ENV 1997-1 und ENV 1997-2 fest.
ANMERKUNG   �Wassergesättigt" bezieht sich auf den Zustand in situ. Die Bodenprobe muss nicht notwendigerweise während des gesamten Laborversuchs gesättigt sein.

Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 8: Essai triaxial non consolidé non drainé (ISO/TS 17892-8:2004)

L'ISO 17892-8:2004 concerne la détermination de la résistance d'une éprouvette cylindrique de sol non remanié ou remanié, saturée d'eau, présentant de la cohésion ou cohésion résiduelle, lorsqu'elle est soumise à une contrainte isotrope en conditions non drainées, puis cisaillée en conditions non drainées dans le domaine d'application des reconnaissances géotechniques conforme aux prEN 1997-1 et -2.
NOTE Le terme «saturé d'eau» se rapporte aux conditions en place. Le matériau soumis à l'essai ne doit pas nécessairement être saturé à tout instant durant l'essai de laboratoire.

Geotehnično preiskovanje in preskušanje – Laboratorijsko preskušanje zemljin – 8. del: Nekonsolidirani nedrenirani triosni preskus (ISO/TS 17892-8:2004)

Ta dokument določa preskusno metodo za ugotavljanje tlačne trdnosti valjastega z vodo zasičenega vzorca nespremenjene ali preoblikovane kohezivne zemljine, na katero najprej deluje izotropna napetost, ki ne omogoča drenaže iz vzorca, nato pa se striže pod nedreniranimi pogoji v okviru geotehničnih preiskav v skladu s prEN 1997-1 in -2.

General Information

Status
Withdrawn
Publication Date
14-Oct-2004
Withdrawal Date
20-Mar-2018
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
21-Mar-2018

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SLOVENSKI STANDARD
SIST-TS CEN ISO/TS 17892-8:2004
01-december-2004
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH±/DERUDWRULMVNRSUHVNXãDQMH]HPOMLQ±
GHO1HNRQVROLGLUDQLQHGUHQLUDQLWULRVQLSUHVNXV ,6276
Geotechnical investigation and testing - Laboratory testing of soil - Part 8:
Unconsolidated undrained triaxial test (ISO/TS 17892-8:2004)
Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 8:
Unkonsolidierter undränierter Triaxialversuch (ISO/TS 17892-8:2004)
Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 8:
Essai triaxial non consolidé non drainé (ISO/TS 17892-8:2004)
Ta slovenski standard je istoveten z: CEN ISO/TS 17892-8:2004
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 17892-8:2004 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST-TS CEN ISO/TS 17892-8:2004

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SIST-TS CEN ISO/TS 17892-8:2004
TECHNICAL SPECIFICATION
CEN ISO/TS 17892-8
SPÉCIFICATION TECHNIQUE
TECHNISCHE SPEZIFIKATION
October 2004
ICS 13.080.20; 93.020
English version
Geotechnical investigation and testing - Laboratory testing of
soil - Part 8: Unconsolidated undrained triaxial test (ISO/TS
17892-8:2004)
Reconnaissance et essais géotechniques - Essais de sol Geotechnische Erkundung und Untersuchung -
au laboratoire - Partie 8 : Essai triaxial non consolidé non Laborversuche an Bodenproben - Teil 8: Unkonsolidierter
drainé (ISO/TS 17892-8:2004) undränierter Triaxialversuch (ISO/TS 17892-8:2004)
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 17892-8:2004: E
worldwide for CEN national Members.

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SIST-TS CEN ISO/TS 17892-8:2004
CEN ISO/TS 17892-8:2004 (E)
Contents
page
Foreword.3
1 Scope .5
2 Normative references .5
3 Terms and definitions .5
4 Symbols .5
5 Equipment .6
6 Test procedure.8
7 Test results.10
8 Test report .11
Bibliography .13

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