DIN EN ISO 22476-12:2009 PDF

Scope: This part of ISO 22476 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-strength parameters and deformation and consolidation characteristics. This part of ISO 22476 specifies the following features: type of cone penetration test (see Table 1 ); -- application class (see Table 2); -- 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. NOTE The planning and evaluation of an investigation programme and the application of its results to design are covered by EN 1997-1 and EN 1997o2.

DIN EN ISO 22476-12:2009 Referenced Document

ISO 10012:2003 Measurement management systems - Requirements for measurement processes and measuring equipment
ISO 8503 Preparation of steel substrates before application of paints and related products - Surface roughness characteristics of blast-cleaned steel substrates - Part 5: Replica tape method for the determination of the surface profile*， 2017-02-28 Update

2009 DIN EN ISO 22476-12:2009-10 Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPTM) (ISO 22476-12:2009); German version EN ISO 22476-12:2009
2009 DIN EN ISO 22476-12:2009 Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPTM) (ISO 22476-12:2009); English version of DIN EN ISO 22476-12:2009-10
0000 DIN EN ISO 22476-12:2006