Фильтр :
Стандарт и/или проект | Этап | ТК |
---|---|---|
Soil quality — Determination of the specific electrical conductivity
|
90.92 | ISO/TC 190/SC 3 |
Soil quality — Determination of the specific electrical conductivity — Technical Corrigendum 1
|
60.60 | ISO/TC 190/SC 3 |
Environmental solid matrices — Determination of the specific electrical conductivity
|
40.20 | ISO/TC 190/SC 3 |
Soil quality — Determination of redox potential — Field method
|
95.99 | ISO/TC 190/SC 3 |
Soil quality — Determination of redox potential — Field method
|
60.60 | ISO/TC 190/SC 3 |
Soil quality — Determination of dry bulk density
|
95.99 | ISO/TC 190 |
Soil quality — Determination of dry bulk density
|
90.93 | ISO/TC 190/SC 3 |
Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation
|
95.99 | ISO/TC 190 |
Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation — Technical Corrigendum 1
|
95.99 | ISO/TC 190 |
Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation
|
95.99 | ISO/TC 190/SC 3 |
Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation
|
90.92 | ISO/TC 190/SC 3 |
Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation — Amendment 1
|
60.60 | ISO/TC 190/SC 3 |
Soil quality — Determination of dry matter and water content on a mass basis — Gravimetric method
|
90.92 | ISO/TC 190/SC 3 |
Soil quality — Determination of dry matter and water content on a mass basis — Gravimetric method — Technical Corrigendum 1
|
60.60 | ISO/TC 190/SC 3 |
Sludge, treated biowaste, soil and waste — Determination of dry residue or water content and calculation of the dry matter fraction on a mass basis
|
40.60 | ISO/TC 190/SC 3 |
Soil quality — Determination of particle density
|
95.99 | ISO/TC 190 |
Soil quality — Determination of particle density
|
90.93 | ISO/TC 190/SC 3 |
Soil quality — Pretreatment of samples by freeze-drying for subsequent analysis
|
90.93 | ISO/TC 190/SC 3 |
Geotechnical investigation and testing — Geothermal testing — Determination of thermal conductivity of soil and rock using a borehole heat exchanger
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Amendment 1
|
60.60 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of bulk density
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated soils
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated soils — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Permeability tests
|
90.60 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 1
|
60.60 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits — Technical Corrigendum 1
|
95.99 | ISO/TC 182 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 2
|
60.60 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 1: General rules
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 2: Measurement of displacements along a line: Extensometers
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers
|
90.93 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers — Amendment 1
|
60.60 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 4: Measurement of pore water pressure: Piezometers
|
60.60 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 5: Stress change measurements by total pressure cells (TPC)
|
90.20 | ISO/TC 182 |
Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 7: Measurement of strains: Strain gauges
|
40.99 | ISO/TC 182 |
Soil quality — Determination of effective cation exchange capacity (CEC) and exchangeable cations using a hexamminecobalt trichloride solution
|
95.99 | ISO/TC 190/SC 3 |
Soil quality — Determination of effective cation exchange capacity (CEC) and exchangeable cations using a hexamminecobalt(III)chloride solution
|
90.93 | ISO/TC 190/SC 3 |
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