Sky Bear Technical Standards - Home
Search
×
FR

Placeholder headline

This is just a placeholder headline

ISO 7554-3:2026 Surgical instruments — Terms, measuring methods and test methods — Part 3: Test methods

$

192

BUY NOW

Placeholder headline

This is just a placeholder headline

ISO 41002:2026 Facility management — Development of the facility management organization

$

305

BUY NOW

Placeholder headline

This is just a placeholder headline

ISO 39004:2026 Road traffic safety — Good practice for service providers using digital platform

$

259

BUY NOW

ISO 22476:2009

ISO 22476:2009 Geotechnical investigation and testing – Field testing – Part 12: Mechanical cone penetration test (CPTM)

CDN $259.00

SKU: e4111b2eb77a Categories: ,

Description

ISO 22476-12:2009 specifies a mechanical cone penetration test (CPTM), including equipment requirements, execution and reporting. The results from such geotechnical testing are especially suited to the qualitative and/or quantitative determination of a soil profile – together with direct investigations – or as a relative comparison with other in situ tests.

The results from a cone penetration test can in principle be used to evaluate stratification, soil type, and geotechnical parameters such as soil density, shear‚Äëstrength parameters and deformation and consolidation characteristics.

ISO 22476-12:2009 specifies the following features: type of cone penetration test; application class; penetration length or penetration depth; elevation of the ground surface or underwater ground surface at the location of the cone penetration test with reference to a datum; location of the cone penetration test relative to a reproducible fixed location reference point.

Edition

1

Published Date

2009-05-15

Status

PUBLISHED

Pages

23

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

ISO 22476-12:2009 specifies a mechanical cone penetration test (CPTM), including equipment requirements, execution and reporting. The results from such geotechnical testing are especially suited to the qualitative and/or quantitative determination of a soil profile - together with direct investigations - or as a relative comparison with other in situ tests.

The results from a cone penetration test can in principle be used to evaluate stratification, soil type, and geotechnical parameters such as soil density, shear‚Äëstrength parameters and deformation and consolidation characteristics.

ISO 22476-12:2009 specifies the following features: type of cone penetration test; application class; penetration length or penetration depth; elevation of the ground surface or underwater ground surface at the location of the cone penetration test with reference to a datum; location of the cone penetration test relative to a reproducible fixed location reference point.

Previous Editions

Can’t find what you are looking for?

Please contact us at: