NF EN ISO 22282-1

NF EN ISO 22282-1

January 2014
Standard Current

Geotechnical investigation and testing - Geohydraulic testing - Part 1 : general rules

ISO 22282-1:2012 establishes the general rules and principles for geohydraulic testing in soil and rock as part of the geotechnical investigation services in accordance with EN 1997-1 and EN 1997-2. ISO 22282-1:2012 defines concepts and specifies requirements relating to permeability measurement in soil and rock.The different purposes of geohydraulic testing are to obtain information on the permeability of soil or rock in natural or treated states, transmissivity and storage coefficient, and hydrodynamic parameters of aquifers.Geohydraulic testing is used for many purposes, such as: absorption capacity and effectiveness of grouting in rock mass; assessment of seepage and drainage; assessment of groundwater lowering work; effects of cut-offs for dams; effects of tunnels and shaft sinking; checking fill or cover tightness; assessment of the flow of fluids and suspensions in the ground; planning for remedial measures.ISO 22282-1:2012 deals with the execution of tests with groundwater and does not explicitly consider other fluids and suspensions. The flow of other fluids and suspensions can be considered by applying the different viscosities and relations between transmissivity, permeability coefficient and intrinsic permeability.

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Main informations

Collections

National standards and national normative documents

Publication date

January 2014

Number of pages

35 p.

Reference

NF EN ISO 22282-1

ICS Codes

93.020   Earthworks. Excavations. Foundation construction. Underground works

Classification index

P94-523-1

Print number

1 - 26/12/2013

International kinship

European kinship

EN ISO 22282-1:2012
Sumary
Geotechnical investigation and testing - Geohydraulic testing - Part 1 : general rules

ISO 22282-1:2012 establishes the general rules and principles for geohydraulic testing in soil and rock as part of the geotechnical investigation services in accordance with EN 1997-1 and EN 1997-2. ISO 22282-1:2012 defines concepts and specifies requirements relating to permeability measurement in soil and rock.

The different purposes of geohydraulic testing are to obtain information on the permeability of soil or rock in natural or treated states, transmissivity and storage coefficient, and hydrodynamic parameters of aquifers.

Geohydraulic testing is used for many purposes, such as:

  1. absorption capacity and effectiveness of grouting in rock mass;
  2. assessment of seepage and drainage;
  3. assessment of groundwater lowering work;
  4. effects of cut-offs for dams;
  5. effects of tunnels and shaft sinking;
  6. checking fill or cover tightness;
  7. assessment of the flow of fluids and suspensions in the ground;
  8. planning for remedial measures.

ISO 22282-1:2012 deals with the execution of tests with groundwater and does not explicitly consider other fluids and suspensions. The flow of other fluids and suspensions can be considered by applying the different viscosities and relations between transmissivity, permeability coefficient and intrinsic permeability.

Table of contents
  • Avant-propos
    iv
  • Introduction
    v
  • 1 Domaine d'application
    1
  • 2 Références normatives
    1
  • 3 Termes, définitions et symboles
    2
  • 3.1 Termes et définitions
    2
  • 3.2 Symboles
    3
  • 4 Équipement
    4
  • 4.1 Généralités
    4
  • 4.2 Système de support de la section d'essai
    4
  • 4.3 Tube de mesure
    5
  • 4.4 Isolement de la section d'essai
    5
  • 4.5 Dispositifs de mesure et d'enregistrement
    5
  • 4.6 Équipement supplémentaire
    6
  • 4.7 Étalonnage
    6
  • 5 Élaboration des reconnaissances et des essais géohydrauliques
    6
  • 5.1 Généralités
    6
  • 5.2 Choix des emplacements d'essai
    7
  • 5.3 Choix d'un mode opératoire d'essai
    7
  • 6 Préparation de la section d'essai et installation de l'équipement
    14
  • 6.1 Exigences relatives au forage et aux sections d'essai
    14
  • 6.2 Installation du filtre
    14
  • 6.3 Vérification de l'installation
    14
  • 6.4 Exigences de sécurité
    14
  • 6.5 Démantèlement
    15
  • 6.6 Facteurs ayant une influence sur les résultats d'essai
    15
  • Annexe A (informative) Exemples de méthodes possibles d'isolement et de maintien des parois de la section d'essai
    17
  • Annexe B (informative) Exemples de facteurs de forme
    23
  • Bibliographie
    25
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