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Rock Mechanics and Rock Engineering

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01.01.2014 | ISRM Suggested Method

ISRM Suggested Method for Laboratory Determination of the Shear Strength of Rock Joints: Revised Version

verfasst von: José Muralha, Giovanni Grasselli, Bryan Tatone, Manfred Blümel, Panayiotis Chryssanthakis, Jiang Yujing

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 1/2014

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The term ‘discontinuity’ refers to any mechanical break in a rock mass with negligible tensile strength (Priest 1993). Discontinuities can be geologic in origin (i.e., faults, bedding, schistosity, cleavage planes, and foliations) or anthropogenic in origin (i.e., blast-induced, stress-induced, or hydraulic-induced fractures). …

Vorheriger Artikel ISRM Suggested Methods for Determining the Creep Characteristics of Rock

Nächster Artikel ISRM Suggested Method for Step-Rate Injection Method for Fracture In-Situ Properties (SIMFIP): Using a 3-Components Borehole Deformation Sensor

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Titel: ISRM Suggested Method for Laboratory Determination of the Shear Strength of Rock Joints: Revised Version
verfasst von: José Muralha
Giovanni Grasselli
Bryan Tatone
Manfred Blümel
Panayiotis Chryssanthakis
Jiang Yujing
Publikationsdatum: 01.01.2014
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 1/2014
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-013-0519-z

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