Name: EN ISO 22282-6:2012
Brand: CEN

Geotechnical investigation and testing - Geohydraulic testing - Part 6: Water permeability tests in a borehole using closed systems (ISO 22282-6:2012)

Published date

01-06-2012

Publisher

Comite Europeen de Normalisation

Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 Equipment
5 Test procedure
6 Test results
7 Reports
Annex A (informative) - Example of the record of
measured values and test results
Annex B (informative) - Interpretation of test results
Bibliography

ISO 22282-6:2012 specifies requirements for the determination of the local permeability in soils and rocks below or above the groundwater table in a closed system by the water permeability tests as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.

Committee	CEN/TC 341
DocumentType	Standard
PublisherName	Comite Europeen de Normalisation
Status	Current

Standards	Relationship
NS EN ISO 22282-6 : 2012	Identical
PN EN ISO 22282-6 : 2012	Identical
SN EN ISO 22282-6 : 2012	Identical
DIN EN ISO 22282-6:2012-09	Identical
NBN EN ISO 22282-6 : 2012	Identical
UNI EN ISO 22282-6 : 2012	Identical
ISO 22282-6:2012	Identical
NF EN ISO 22282-6 : 2014	Identical
BS EN ISO 22282-6:2012	Identical
NEN EN ISO 22282-6 : 2012	Identical
I.S. EN ISO 22282-6:2012	Identical
SN 670341-6 : 2012	Identical
UNE-EN ISO 22282-6:2014	Identical

ISO 14688-1:2002	Geotechnical investigation and testing Identification and classification of soil Part 1: Identification and description
ISO 22475-1:2006	Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution
ISO 14689-1:2003	Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and description
EN 1997-2:2007/AC:2010	EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING
ISO 22282-1:2012	Geotechnical investigation and testing — Geohydraulic testing — Part 1: General rules
EN 1997-1:2004/A1:2013	EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES