English
 
Privacy Policy Disclaimer
  Advanced SearchBrowse

Item

ITEM ACTIONSEXPORT
  Laboratory Shear Behavior of Tensile- and Shear-Induced Fractures in Sandstone: Insights from Acoustic Emission

Miao, S., Pan, P.-Z., Zang, A., Zhang, C., Hofmann, H., Ji, Y. (2024 online): Laboratory Shear Behavior of Tensile- and Shear-Induced Fractures in Sandstone: Insights from Acoustic Emission. - Rock Mechanics and Rock Engineering.
https://doi.org/10.1007/s00603-024-03780-2

Item is

Files

show Files

Locators

show

Creators

show
hide
 Creators:
Miao, Shuting1, Author
Pan, Peng-Zhi1, Author
Zang, Arno2, Author              
Zhang, Chuanqing1, Author
Hofmann, Hannes1, Author
Ji, Yinlin1, Author
Affiliations:
1External Organizations, ou_persistent22              
22.6 Seismic Hazard and Risk Dynamics, 2.0 Geophysics, Departments, GFZ Publication Database, Deutsches GeoForschungsZentrum, ou_146032              

Content

show
hide
Free keywords: FINAL DRAFT VORHANDEN
 Abstract: The distinction between the shear behavior of tensile- and shear-induced fractures is critical to understanding the deformation and failure of geologic discontinuities at different scales. To investigate these differences, a series of direct shear tests were performed on sandstone specimens with a continuous fracture created by either splitting or shearing. The acoustic emission (AE) technique was used to examine variations in grain-size cracking behavior between specimens with tensile- and shear-induced fractures. An increase in normal stress for both fracture types correlates with increased microcrack density and energy release. However, there are notable differences: during the shear process, tensile-induced fractures produce AE sequences similar to the seismic patterns observed along natural tectonic faults, with foreshocks, mainshocks, and aftershocks. In contrast, the AE sequence for shear-induced fractures during the shear process lacks prominent mainshocks and deviates progressively from the power-law function with time as normal stress increases. In addition, the AE b-value for tension-induced fractures initially shows a gradual decrease as the mainshock approaches and then slowly increases during the aftershock period. In contrast, the b-value remains nearly constant for shear-induced fractures due to the low roughness and heterogeneity of the fracture surface. These differences highlight the strong correlation between AE responses and fault heterogeneity, paving the way for fault characterization and risk assessment in subsurface energy extraction.

Details

show
hide
Language(s):
 Dates: 2024-03-05
 Publication Status: Published online
 Pages: -
 Publishing info: -
 Table of Contents: -
 Rev. Type: -
 Identifiers: DOI: 10.1007/s00603-024-03780-2
GFZPOF: p4 T8 Georesources
GFZPOFWEITERE: p4 T3 Restless Earth
 Degree: -

Event

show

Legal Case

show

Project information

show

Source 1

show
hide
Title: Rock Mechanics and Rock Engineering
Source Genre: Journal, SCI, Scopus
 Creator(s):
Affiliations:
Publ. Info: -
Pages: - Volume / Issue: - Sequence Number: - Start / End Page: - Identifier: CoNE: https://gfzpublic.gfz-potsdam.de/cone/journals/resource/journals436
Publisher: Springer Nature