Contribution of Fractal Dimension Theory Into the Uniaxial Compressive Strength Prediction of a Volcanic Welded Bimrock
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Date
2020
Authors
Avşar, Elif
Journal Title
Journal ISSN
Volume Title
Publisher
SPRINGER HEIDELBERG
Open Access Color
Green Open Access
No
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Publicly Funded
No
Abstract
This study was carried out on Sille agglomerate which is a typical volcanic welded bimrock. Two precious historical monuments, Koimesis Tes Panagias Church and Sekili hill settlement carved in Sille agglomerate, have maintained their stability without any support for centuries although suffering from weathering and various stability problems. However, due to its heterogeneity and sampling difficulties, the overall strength of Sille agglomerate has not been investigated yet. This paper presents the relationships between fragmentation fractal dimension (D-F), fractal dimension of rough block surfaces (D-R), number of blocks (B-N), and volumetric block proportion (VBP) and the overall uniaxial compressive strength (UCS) of the Sille agglomerate. By using these properties as inputs, three statistically significant empirical models were developed for estimating the UCS of the Sille agglomerate. The results revealed that the D-F and D-R may be good predictors to estimate the UCS of welded volcanic bimrocks, and defining the properties of blocks by means of fractal theory provides significant contribution to the estimation of the UCS. It is observed that the failure planes in the core samples predominantly pass through the boundaries between matrix and blocks, and such behavior may indicate that the weakest component of the Sille agglomerate is boundaries. Accordingly, the UCS decreases due to the high D-R values which create more or further weakest zones in the bimrocks. Finally, it is concluded that the negative correlation between the UCS and the VBP was attributed to increase of the D-R due to the increase of the VBP.
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ORCID
Keywords
Bimrock, Fractal Dimension, Area To Perimeter Method, Strength, Agglomerate, Soil-Rock Mixtures, Geomechanical Properties, Mechanical-Behavior, Deformation Modulus, Surface-Roughness, Character, Tests, Area, Parameters, Model
Turkish CoHE Thesis Center URL
Fields of Science
0211 other engineering and technologies, 02 engineering and technology
Citation
WoS Q
Q1
Scopus Q
Q1

OpenCitations Citation Count
27
Source
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
Volume
79
Issue
7
Start Page
3605
End Page
3619
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CrossRef : 1
Scopus : 37
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Mendeley Readers : 19
SCOPUS™ Citations
37
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Web of Science™ Citations
33
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