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API TR 2583 : Measurement of Produced Water for Custody Transfer

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174

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API TR 2581: Wet Gas Sampling

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189

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API TR 2581 Wet Gas Sampling : Errata 1

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0

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API 510: Pressure Vessel Inspection Code: In-service Inspection, Rating, Repair, and Alteration

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481

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API SPEC 6AV1: Validation of Safety and Shutdown Valves for Sandy Service : Edition 4

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208

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API 510: Errata 2

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API SPEC 16B Coiled Tubing, Snubbing and Wireline Well Intervention Equipment

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189

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API SPEC 5CT: Casing and Tubing w/ Addendum 1

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518

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API SPEC 5CT: Casing and Tubing Addendum 1

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API RP 1161: Hazardous Liquid Pipeline Operator Qualification (OQ) : Edition 6

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301

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ISO 22476:2009

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

CDN $233.00

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.

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