ISO 17313:2004
Current
The latest, up-to-date edition.
Soil quality — Determination of hydraulic conductivity of saturated porous materials using a flexible wall permeameter
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English, French
08-07-2004
ISO 17313:2004 specifies a test method for laboratory measurement of the hydraulic conductivity of water-saturated porous materials using a flexible wall permeameter.
ISO 17313:2004 is applicable to undisturbed or compacted specimens that have a hydraulic conductivity between 1 x 10-5 m/s (1 x 10-3 cm/s) and 1 x 10-11 m/s (1 x 10-9 cm/s). Typical soil types falling in this category are clay, clay and sand tills, silt, peat, mud, etc.
| DevelopmentNote |
Supersedes ISO/DIS 17313 (07/2004)
|
| DocumentType |
Standard
|
| Pages |
13
|
| PublisherName |
International Organization for Standardization
|
| Status |
Current
|
| Standards | Relationship |
| PN ISO 17313 : 2010 | Identical |
| BS ISO 17313:2004 | Identical |
| 13/30257183 DC : 0 | BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
| BS EN ISO 19901-8:2015 | Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations |
| ISO 19901-8:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations |
| CSA ISO 19901-8:15 (R2020) | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01) |
| 15/30326284 DC : 0 | BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS |
| EN ISO 19901-8:2015 | Petroleum and natural gas industries - Specific requirements for offshore structures - Part 8: Marine soil investigations (ISO 19901-8:2014) |
| I.S. EN ISO 19901-8:2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014) |
| ISO 11277:2009 | Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation |
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