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Evaluation of the unconfined compressive strength of rocks using nail guns

Selçuk, Levent

The penetration depth is one of the major index parameters for indirect determination of the unconfined compressive strength (UCS) of rock. That is, the weaker the rock, the deeper the nail penetration should be, and vice versa. However, the penetration depth depends on the strength of material, the impact energy and nail diameters of nail guns. In order for an empirical equation relating the penetration depth to the UCS to be widely used, the equation should be related to all varieties of gasnailers.

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Evaluation of the unconfined compressive strength of rocks using nail guns

Selçuk, Levent

The penetration depth is one of the major index parameters for indirect determination of the unconfined compressive strength (UCS) of rock. That is, the weaker the rock, the deeper the nail penetration should be, and vice versa. However, the penetration depth depends on the strength of material, the impact energy and nail diameters of nail guns. In order for an empirical equation relating the penetration depth to the UCS to be widely used, the equation should be related to all varieties of gasnailers.

Evaluation of the unconfined compressive strength of rocks using nail guns

Selçuk, Levent

The penetration depth is one of the major index parameters for indirect determination of the unconfined compressive strength (UCS) of rock. That is, the weaker the rock, the deeper the nail penetration should be, and vice versa. However, the penetration depth depends on the strength of material, the impact energy and nail diameters of nail guns. In order for an empirical equation relating the penetration depth to the UCS to be widely used, the equation should be related to all varieties of gasnailers.

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Order at Subito €

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Title:

Evaluation of the unconfined compressive strength of rocks using nail guns

Contributors:

Selçuk, Levent (author) / Kayabali, Kamil

Published in:

Engineering geology ; 195

Publication date:

2015

ISSN:

DOI:

https://doi.org/10.1016/j.enggeo.2015.06.014

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Zeitschrift , Ingenieurgeologie

Classification:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik
Local classification TIB: 535/6545

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