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A new method for determining peak friction of rock joints

Fecker, E.

Summary The paper describes a new experimental set-up for determining the peak friction angle of large rock joints. The method uses the principle of hydraulic resistance of rough surfaces. The hydraulic roughness parameters determined on large rock joints in the laboratory are correlated to the peak friction angle.

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A new method for determining peak friction of rock joints

Fecker, E.

Summary The paper describes a new experimental set-up for determining the peak friction angle of large rock joints. The method uses the principle of hydraulic resistance of rough surfaces. The hydraulic roughness parameters determined on large rock joints in the laboratory are correlated to the peak friction angle.

A new method for determining peak friction of rock joints

Fecker, E.

Summary The paper describes a new experimental set-up for determining the peak friction angle of large rock joints. The method uses the principle of hydraulic resistance of rough surfaces. The hydraulic roughness parameters determined on large rock joints in the laboratory are correlated to the peak friction angle.

Access

Check availability in my library

Order at Subito €

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Document information

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Document information

Title:

A new method for determining peak friction of rock joints

Contributors:

Fecker, E. (author)

Published in:

Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur ; 16

Publication date:

1977

ISSN:

DOI:

https://doi.org/10.1007/BF02591481

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Rock Sample , Shear Test , Joint Model , Joint Surface , Rock Joint

Classification:

BKL: 38.58 Geomechanik / 56.20 Ingenieurgeologie, Bodenmechanik
Local classification TIB: 050/6545

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