NF EN ISO 22476-5
Geotechnical investigation and testing - Field testing - Part 5 : flexible dilatometer test
ISO 22476-5:2012 specifies the equipment requirements, execution of and reporting on flexible dilatometer tests. ISO 22476-5:2012 is applicable to tests in ground stiff enough not to be adversely affected by the drilling operation. ISO 22476-5:2012 is applicable to four procedures for conducting a test with the flexible dilatometer. ISO 22476-5:2012 applies to tests performed up to 1 800 m depth. Testing can be conducted either on land or off-shore.
ISO 22476-5:2012 specifies the equipment requirements, execution of and reporting on flexible dilatometer tests.
ISO 22476-5:2012 is applicable to tests in ground stiff enough not to be adversely affected by the drilling operation.
ISO 22476-5:2012 is applicable to four procedures for conducting a test with the flexible dilatometer.
ISO 22476-5:2012 applies to tests performed up to 1 800 m depth. Testing can be conducted either on land or off-shore.
<p class="MsoBodyText"><span lang="EN-GB">This document is applicable to pressuremeter tests using cylindrical flexible probes placed in pre-existent boreholes using testing procedures other than the Menard procedure.</span></p> <p class="MsoBodyText"><span lang="EN-GB">Pressuremeter tests following the Menard procedure are provided in ISO 22476-4.</span></p> <p class="Note"><span lang="EN-GB">NOTE<span style="mso-tab-count: 1;"> </span>A high-pressure flexible pressuremeter probe which contains transducers for the measurement of radial displacements is also known as flexible dilatometer probe or high-pressure dilatometer probe.</span></p> <p class="MsoBodyText"><span lang="EN-GB">This document applies to tests performed in any kind of grounds, starting from soils, treated or untreated fills, hard soils and soft rocks, up to hard and very hard rocks, either on land or offshore.</span></p> <p class="MsoBodyText"><span lang="EN-GB">The parameters derived from this test can include stiffness, strength, initial in-situ stress state and consolidation properties.</span></p>
- Avant-proposiv
- Introductionv
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1 Domaine d'application1
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2 Références normatives1
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3 Termes, définitions et symboles1
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3.1 Termes et définitions1
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3.2 Symboles et abréviations3
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4 Appareillage4
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4.1 Généralités4
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4.2 Sonde dilatométrique6
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4.3 Contrôleur de pression et dispositif de mesure du déplacement8
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4.4 Tubulures8
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4.5 Exactitude de mesure et de contrôle9
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4.6 Enregistrement de données9
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5 Mode opératoire de l'essai9
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5.1 Exigences de sécurité9
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5.2 Raccordement des éléments de l'appareillage9
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5.3 Étalonnage du dispositif d'essai et corrections des lectures10
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5.4 Incertitudes de mesure10
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5.5 Préparation du sondage10
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5.6 Forage de la cavité et mise en place du dispositif11
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5.7 Exécution de l'essai11
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5.8 Fin de chargement12
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5.9 Remblayage du trou de forage12
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6 Résultats d'essai13
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6.1 Équations de base13
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6.2 Essai de chargement13
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6.3 Essais à pression constante (mode opératoire D)17
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6.4 Graphiques non corrigés et corrigés18
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7 Rapport d'essai19
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7.1 Généralités19
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7.2 Rapport des résultats19
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7.3 Choix de la mise à l'échelle des axes20
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7.4 Présentation des résultats d'essai21
- Annexe A (normative) Étalonnage et corrections22
- Annexe B (normative) Réalisation de l'essai25
- Annexe C (normative) Rapport du terrain et résultats de GFDT29
- Annexe D (normative) Exactitude et incertitudes32
- Bibliographie33
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