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Ultrasound Study of Limestone Rock Physical and Mechanical Properties

Kurtulus, C. / CakIr, S. / Yoğurtcuoğlu, A. C.

Regressive analysis was used to determine empirical correlations between the velocity of an elastic P-wave (compressional pulse) and a number of physical, strength, and deformation characteristics of limestone rock collected at quarries in Turkey. The results may be used to determine the properties of limestone rock formations for engineering purposes.

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Ultrasound Study of Limestone Rock Physical and Mechanical Properties

Kurtulus, C. / CakIr, S. / Yoğurtcuoğlu, A. C.

Regressive analysis was used to determine empirical correlations between the velocity of an elastic P-wave (compressional pulse) and a number of physical, strength, and deformation characteristics of limestone rock collected at quarries in Turkey. The results may be used to determine the properties of limestone rock formations for engineering purposes.

Ultrasound Study of Limestone Rock Physical and Mechanical Properties

Kurtulus, C. / CakIr, S. / Yoğurtcuoğlu, A. C.

Regressive analysis was used to determine empirical correlations between the velocity of an elastic P-wave (compressional pulse) and a number of physical, strength, and deformation characteristics of limestone rock collected at quarries in Turkey. The results may be used to determine the properties of limestone rock formations for engineering purposes.

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Order at Subito €

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Document information

Title:

Ultrasound Study of Limestone Rock Physical and Mechanical Properties

Contributors:

Kurtulus, C. (author) / CakIr, S. (author) / Yoğurtcuoğlu, A. C. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 52

Publication date:

2016

ISSN:

DOI:

https://doi.org/10.1007/s11204-016-9352-1

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Ultrasonic Pulse Velocity , Uniaxial Compression Strength , Point Load , North Anatolian Fault , Compressive Strength

Classification:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

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