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由德国标准化学会 DE-DIN 发布于 2009-10。
DIN EN ISO 22476-12-2009 在中国标准分类中归属于: P13 工程地质、水文地质勘察与岩土工程,在国际标准分类中归属于: 93.020 土方工程、挖掘、地基构造、地下工程。
* 在 DIN EN ISO 22476-12-2009 发布之后有更新,请注意新发布标准的变化。
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