Dynamic failure of dry and fully saturated limestone samples based on incubation time concept

This paper outlines the results of experimental study of the dynamic rock failure based on the comparison of dry and saturated limestone samples obtained during the dynamic compression and split tests. The tests were performed using the Kolsky method and its modifications for dynamic splitting. The...

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Main Authors: Yuri V. Petrov, Ivan V. Smirnov, Grigory A. Volkov, Andrei K. Abramian, Аnatoliy M. Bragov, Stanislav N. Verichev
Format: Article
Language:English
Published: Elsevier 2017-02-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775516302037
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spelling doaj-13df6bef89484c15be5346ef49e473b82020-11-24T22:16:41ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552017-02-019112513410.1016/j.jrmge.2016.09.004Dynamic failure of dry and fully saturated limestone samples based on incubation time conceptYuri V. Petrov0Ivan V. Smirnov1Grigory A. Volkov2Andrei K. Abramian3Аnatoliy M. Bragov4Stanislav N. Verichev5Saint Petersburg University, Universitetskaya nab. 7-9, Saint Petersburg, 199034, RussiaSaint Petersburg University, Universitetskaya nab. 7-9, Saint Petersburg, 199034, RussiaSaint Petersburg University, Universitetskaya nab. 7-9, Saint Petersburg, 199034, RussiaInstitute of Problems of Mechanical Engineering, Russian Academy of Sciences, Bolshoj pr. 61, V.O., Saint Petersburg, 199178, RussiaLobachevsky State University of Nizhni Novgorod, Prospekt Gagarina 23, Nizhny Novgorod, 603950, RussiaAllseas Engineering B.V., Poortweg 12, Delft, 2612, PA, The NetherlandsThis paper outlines the results of experimental study of the dynamic rock failure based on the comparison of dry and saturated limestone samples obtained during the dynamic compression and split tests. The tests were performed using the Kolsky method and its modifications for dynamic splitting. The mechanical data (e.g. strength, time and energy characteristics) of this material at high strain rates are obtained. It is shown that these characteristics are sensitive to the strain rate. A unified interpretation of these rate effects, based on the structural–temporal approach, is hereby presented. It is demonstrated that the temporal dependence of the dynamic compressive and split tensile strengths of dry and saturated limestone samples can be predicted by the incubation time criterion. Previously discovered possibilities to optimize (minimize) the energy input for the failure process is discussed in connection with industrial rock failure processes. It is shown that the optimal energy input value associated with critical load, which is required to initialize failure in the rock media, strongly depends on the incubation time and the impact duration. The optimal load shapes, which minimize the momentum for a single failure impact, are demonstrated. Through this investigation, a possible approach to reduce the specific energy required for rock cutting by means of high-frequency vibrations is also discussed.http://www.sciencedirect.com/science/article/pii/S1674775516302037Dynamic strengthIncubation time criterionSplit Hopkinson pressure bar (SHPB) testTensile strengthCompressive strengthWater-saturated limestoneVibration-assisted rock cutting
collection DOAJ
language English
format Article
sources DOAJ
author Yuri V. Petrov
Ivan V. Smirnov
Grigory A. Volkov
Andrei K. Abramian
Аnatoliy M. Bragov
Stanislav N. Verichev
spellingShingle Yuri V. Petrov
Ivan V. Smirnov
Grigory A. Volkov
Andrei K. Abramian
Аnatoliy M. Bragov
Stanislav N. Verichev
Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
Journal of Rock Mechanics and Geotechnical Engineering
Dynamic strength
Incubation time criterion
Split Hopkinson pressure bar (SHPB) test
Tensile strength
Compressive strength
Water-saturated limestone
Vibration-assisted rock cutting
author_facet Yuri V. Petrov
Ivan V. Smirnov
Grigory A. Volkov
Andrei K. Abramian
Аnatoliy M. Bragov
Stanislav N. Verichev
author_sort Yuri V. Petrov
title Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
title_short Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
title_full Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
title_fullStr Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
title_full_unstemmed Dynamic failure of dry and fully saturated limestone samples based on incubation time concept
title_sort dynamic failure of dry and fully saturated limestone samples based on incubation time concept
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2017-02-01
description This paper outlines the results of experimental study of the dynamic rock failure based on the comparison of dry and saturated limestone samples obtained during the dynamic compression and split tests. The tests were performed using the Kolsky method and its modifications for dynamic splitting. The mechanical data (e.g. strength, time and energy characteristics) of this material at high strain rates are obtained. It is shown that these characteristics are sensitive to the strain rate. A unified interpretation of these rate effects, based on the structural–temporal approach, is hereby presented. It is demonstrated that the temporal dependence of the dynamic compressive and split tensile strengths of dry and saturated limestone samples can be predicted by the incubation time criterion. Previously discovered possibilities to optimize (minimize) the energy input for the failure process is discussed in connection with industrial rock failure processes. It is shown that the optimal energy input value associated with critical load, which is required to initialize failure in the rock media, strongly depends on the incubation time and the impact duration. The optimal load shapes, which minimize the momentum for a single failure impact, are demonstrated. Through this investigation, a possible approach to reduce the specific energy required for rock cutting by means of high-frequency vibrations is also discussed.
topic Dynamic strength
Incubation time criterion
Split Hopkinson pressure bar (SHPB) test
Tensile strength
Compressive strength
Water-saturated limestone
Vibration-assisted rock cutting
url http://www.sciencedirect.com/science/article/pii/S1674775516302037
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