Geotechnical investigation and testing - Laboratory testing of soil - Part 12: Determination of liquid and plastic limits (ISO 17892-12:2018)

This document specifies methods for the determination of the liquid and plastic limits of a soil. These comprise two of the Atterberg limits for soils.
The liquid limit is the water content at which a soil changes from the liquid to the plastic state.
This document describes the determination of the liquid limit of a specimen of natural soil, or of a specimen of soil from which material larger than about 0,4 mm has been removed. This document describes two methods: the fall cone method and the Casagrande method.
NOTE       The fall cone method in this document should not be confused with that of ISO 17892‑6.
The plastic limit of a soil is the water content at which a soil ceases to be plastic when dried further.
The determination of the plastic limit is normally made in conjunction with the determination of the liquid limit. It is recognized that the results of the test are subject to the judgement of the operator, and that some variability in results will occur.

Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 12: Bestimmung der Fließ- und Ausrollgrenzen (ISO 17892-12:2018)

Diese Internationale Norm legt Verfahren zur Bestimmung der Fließ- und Ausrollgrenze von durchmischten Böden fest. Dies umfasst zwei der Zustandsgrenzen für Böden nach Atterberg.
Die Fließgrenze ist der Wassergehalt, bei dem der Boden vom flüssigen in den plastischen Zustand übergeht.
Dieses Dokument beschreibt die Bestimmung der Fließgrenze an einer Probe von natürlichem Boden oder einer Bodenprobe, bei denen die Körner mit einem Korndurchmesser größer als 0,4 mm entfernt wurden. Dieses Dokument beschreibt zwei Methoden: Die Fallkegelmethode und die Methode von Casagrande.
ANMERKUNG   Die Fallkegelmethode in dieser Norm sollte nicht mit der in ISO 19892 6 verwendeten verwechselt werden.
Die Ausrollgrenze ist der Wassergehalt, bei dem der Boden bei weiterer Trocknung aufhört, plastisch zu sein.
Die Bestimmung der Ausrollgrenze erfolgt normalerweise in Verbindung mit der Bestimmung der Fließgrenze. Es wird anerkannt, dass die Ergebnisse der Prüfung dem Urteil des Prüfers unterliegen und dass in den Ergebnissen eine gewisse Variabilität auftreten wird.

Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 12: Détermination des limites de liquidité et de plasticité (ISO 17892-12:2018)

Le présent document spécifie les méthodes de détermination des limites de liquidité et de plasticité d'un sol. Celles-ci constituent deux des limites d'Atterberg applicables aux sols.
La limite de liquidité est la teneur en eau à laquelle un sol passe de l'état liquide à l'état plastique.
Le présent document décrit la détermination de la limite de liquidité d'un échantillon de sol naturel, ou d'un échantillon de sol duquel les matériaux de dimension supérieure à 0,4 mm ont été retirés. Ce document décrit deux méthodes: la méthode du cône tombant et la méthode de Casagrande.
NOTE       La méthode du cône tombant dans ce document ne devrait pas être confondue avec celle de la norme ISO 17892‑6.
La limite de plasticité d'un sol est la teneur en eau à laquelle ce sol cesse d'être plastique lorsque l'on continue à le sécher.
La détermination de la limite de plasticité est normalement faite en parallèle avec celle de la limite de liquidité. Il est reconnu que les résultats de l'essai sont sujets à l'appréciation de l'opérateur, et qu'une certaine dispersion des résultats pourra se produire.

Geotehnično preiskovanje in preskušanje - Laboratorijsko preskušanje zemljin - 12. del: Ugotavljanje meje tekočine in plastičnosti (ISO 17892-12:2018)

Ta dokument določa metode za ugotavljanje meje tekočine in plastičnosti zemljine, ki zajemajo dve od Atterbergovih mejnih vrednosti za zemljine.
Meja tekočine je vsebnost vode, pri kateri se stanje zemljine spremeni iz tekočega v plastično. Ta dokument opisuje ugotavljanje meje tekočine vzorca naravne zemljine ali vzorca zemljine, iz katerega je odstranjen material večji od približno 0,4 mm. Ta dokument opisuje dve metodi: metodo s konusom in Casagrandejevo metodo.
OPOMBA: Metoda s konusom v tem dokumentu se ne sme zamenjevati z metodo iz standarda ISO 17892-6. Meja plastičnosti zemljine je vsebnost vode, pri kateri zemljina pri nadaljnjem sušenju preneha biti plastična. Ugotavljanje meje plastičnosti običajno poteka v povezavi z ugotavljanjem meje tekočine. Ugotovljeno je, da so rezultati preskusa odvisni od presoje upravljavca in da bo pri rezultatih prišlo do nekaterih razlik.

General Information

Status
Published
Publication Date
10-Jul-2018
Withdrawal Date
30-Jan-2019
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
11-Jul-2018
Completion Date
11-Jul-2018

Relations

Buy Standard

Standard
EN ISO 17892-12:2018
English language
35 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN ISO 17892-12:2018
01-november-2018
1DGRPHãþD
SIST-TS CEN ISO/TS 17892-12:2004
SIST-TS CEN ISO/TS 17892-12:2004/AC:2010
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH/DERUDWRULMVNRSUHVNXãDQMH]HPOMLQ
GHO8JRWDYOMDQMHPHMHWHNRþLQHLQSODVWLþQRVWL ,62
Geotechnical investigation and testing - Laboratory testing of soil - Part 12:
Determination of liquid and plastic limits (ISO 17892-12:2018)
Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil
12: Bestimmung der Zustandsgrenzen (ISO 17892-12:2018)
Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 12:
Détermination des limites de liquidité et de plasticité (ISO 17892-12:2018)
Ta slovenski standard je istoveten z: EN ISO 17892-12:2018
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
SIST EN ISO 17892-12:2018 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------

SIST EN ISO 17892-12:2018

---------------------- Page: 2 ----------------------

SIST EN ISO 17892-12:2018


EN ISO 17892-12
EUROPEAN STANDARD

NORME EUROPÉENNE

July 2018
EUROPÄISCHE NORM
ICS 13.080.20; 93.020 Supersedes CEN ISO/TS 17892-12:2004
English Version

Geotechnical investigation and testing - Laboratory testing
of soil - Part 12: Determination of liquid and plastic limits
(ISO 17892-12:2018)
Reconnaissance et essais géotechniques - Essais de Geotechnische Erkundung und Untersuchung -
laboratoire sur les sols - Partie 12: Détermination des Laborversuche an Bodenproben - Teil 12: Bestimmung
limites de liquidité et de plasticité (ISO 17892- der Zustandsgrenzen (ISO 17892-12:2018)
12:2018)
This European Standard was approved by CEN on 15 June 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 17892-12:2018 E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------

SIST EN ISO 17892-12:2018
EN ISO 17892-12:2018 (E)
Contents Page
European foreword . 3

2

---------------------- Page: 4 ----------------------

SIST EN ISO 17892-12:2018
EN ISO 17892-12:2018 (E)
European foreword
This document (EN ISO 17892-12:2018) 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 January 2019, and conflicting national standards shall
be withdrawn at the latest by January 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 17892-12:2004.
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,
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.