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Normas DIN – AENOR
DIN EN ISO 22476-1:2013-10

DIN EN ISO 22476-1:2013-10

Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test (ISO 22476-1:2012 + Cor. 1:2013); German version EN ISO 22476-1:2012 + AC:2013

Reconnaissance et essais géotechniques - Essais en place - Partie 1: Essais de pénétration au cône électrique et au piézocône (ISO 22476-1:2012 + Cor. 1:2013); Version allemande EN ISO 22476-1:2012 + AC:2013

Geotechnische Erkundung und Untersuchung - Felduntersuchungen - Teil 1: Drucksondierungen mit elektrischen Messwertaufnehmern und Messeinrichtungen für den Porenwasserdruck (ISO 22476-1:2012 + Cor. 1:2013); Deutsche Fassung EN ISO 22476-1:2012 + AC:2013

Fecha:
2013-10 /Active
Equivalencias internacionales:

EN ISO 22476-1 (2012-09)

EN ISO 22476-1/AC (2013-01)

ISO 22476-1 Technical Corrigendum 1 (2013-01)

ISO 22476-1 (2012-09)

Resumen:
The electrical cone penetration test (CPT) consists of pushing a cone penetrometer using a series of push rods into the soil at a constant rate of penetration. During penetration, measurements of cone resistance and sleeve friction are recorded. The piezocone penetration test (CPTU) also includes the measurement of pore pressures around the cone. The test results may be used for interpretation of stratification, classification of soil type and evaluation of engineering soil parameters. There are two standards about cone penetration tests: EN ISO 22476-1 describes CPT and CPTU practice using electronic transducers; EN ISO 22476-12 describes CPT practice using mechanical measuring systems. This document deals with equipment requirements, the execution of and reporting on electrical cone and piezocone penetration tests as part of geotechnical investigation and testing according to EN 1997-1 and EN 1997-2. The test results of this document are specially suited for the qualitative and/ or quantitative determination of a soil profile together with direct investigations (e. g. sampling according to EN ISO 22475-1) or as a relative comparison of other in situ tests.
Keywords:
Applicability classes, Civil engineering, Composition of the ground, Construction, Definitions, Descriptions, Designations, Dimensions, Earthworks, Electrical temperature sensors, Exploration, Field investigations, Geotechnics, Group of soils, Measuring equipment, Mechanical testing, Penetration depths, Penetration tests, Penetrometers, Pore water pressure, Properties, Site investigations, Soil mechanics, Soil sampling, Soil science, Soil surveys, Soils, Soundings, Structural engineering, Subsoil, Test equipment, Test performance, Testing, Water pressure
97,76
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