stable

Entry: Rock - Direct shear testing along a rock joint - Normal surface joint, constant load testing

URI: https://data.geoscience.fr/ncl/Proc/138

The direct shear test is performed along a discontinuity present in a rock specimen. The sample is placed in the shear box such that the discontinuity is horizontal, it is then loaded vertically (normal stress) and sheared at a controlled deformation rate until it breaks.

Core metadata

is a Process | geotechnical test | normalised method | Concept | experimental method | laboratory test
category 14
submitted byHélène Bressan
accepted on 5 Aug 2021 09:27:54.656

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date accepted 5 Aug 2021 09:27:54.656
date submitted 5 Aug 2021 08:56:58.382
definition
entity Rock - Direct shear testing along a rock joint - Normal surface joint, constant load testing
source graph graph

description
en The direct shear test is performed along a discontinuity present in a rock specimen. The sample is placed in the shear box such that the discontinuity is horizontal, it is then loaded vertically (normal stress) and sheared at a controlled deformation rate until it breaks.
fr L'essai de cisaillement direct rectiligne est réalisé le long d'une discontinuité présente dans une éprouvette de roche. L'échantillon est placé dans la boîte de cisaillement de manière à ce que le plan de discontinuité soit horizontal, il est alors chargé verticalement (contrainte normale) puis cisaillé à vitesse de déformation contrôlée, jusqu'à la rupture.
item class laboratory test | normalised method | Concept | geotechnical test | experimental method | Process
label
en Rock - Direct shear testing along a rock joint - Normal surface joint, constant load testing
fr Roches - Cisaillement direct selon une discontinuité de roche - Essai sous un effort constant, normal à la surface de discontinuité
notation 138
register Proc
status status stable
submitter
account name h.bressan@brgm.fr
name Hélène Bressan

type register item
version info 3
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Definition

category geotechnics
description
en The direct shear test is performed along a discontinuity present in a rock specimen. The sample is placed in the shear box such that the discontinuity is horizontal, it is then loaded vertically (normal stress) and sheared at a controlled deformation rate until it breaks.
fr L'essai de cisaillement direct rectiligne est réalisé le long d'une discontinuité présente dans une éprouvette de roche. L'échantillon est placé dans la boîte de cisaillement de manière à ce que le plan de discontinuité soit horizontal, il est alors chargé verticalement (contrainte normale) puis cisaillé à vitesse de déformation contrôlée, jusqu'à la rupture.
in scheme Process
label
en Rock - Direct shear testing along a rock joint - Normal surface joint, constant load testing
fr Roches - Cisaillement direct selon une discontinuité de roche - Essai sous un effort constant, normal à la surface de discontinuité
notation 138
pref label
en Rock - Direct shear testing along a rock joint - Normal surface joint, constant load testing
fr Roches - Cisaillement direct selon une discontinuité de roche - Essai sous un effort constant, normal à la surface de discontinuité
source XP P94-424 Mars 2003 (P94-424)
status Valid
top concept of Process
type Process | geotechnical test | normalised method | Concept | experimental method | laboratory test

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