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Author:

Xi, Yan (Xi, Yan.) | Wang, Haoyu (Wang, Haoyu.) | Zhang, Hui (Zhang, Hui.) | Fan, Lifeng (Fan, Lifeng.) | Li, Jun (Li, Jun.) | Guo, Boyun (Guo, Boyun.)

Indexed by:

EI Scopus SCIE

Abstract:

Studying the influence of the shale bedding angle and the angle between the shale bedding and the loading direction on the rock-breaking characteristics is highly important for proposing scientific methods or tools for speeding up and improving the rock-breaking efficiency of deep shale reservoirs. Shale specimens with varying bedding and impact angles were heated to 200 degrees C and subjected to different cooling treatments. Dynamic tests were conducted on the rocks, and the dynamic tensile properties of the thermal-treated shale under three cooling treatments were analyzed. A high-speed camera was used to observe the failure patterns of the shale specimens under different conditions. Via 3D scanning, the differences in the failure degrees of the shale fracture surfaces were quantified and used to study the variations in the fracture surface strength, bedding effect and failure stress when shale with different angles undergoes tensile failure under impact loading. In accordance with the Mohr-Coulomb criterion, the mechanism of the influence of bedding angle and impact angle on shale failure under impact loading was revealed. Based on these findings, the tensile strength of shale decreases slowly as the bedding angle increases from 0 to 60 degrees, and decreases rapidly as the bedding angle increases from 60 to 90 degrees. In contrast, the tensile strength increases rapidly with impact angle increases from 0 to 30 degrees, and increases slowly with an impact angle ranging from 30 to 90 degrees. Shale specimens with different bedding angles and impact angles will fail along the loading direction and bedding direction. In addition, the bedding effect coefficient lambda was proposed to characterize the bedding effect of shale with different angles from two aspects of strength and failure pattern. When the bedding angle is theta = 90 degrees and the impact angle is phi = 0 degrees, the bedding effect coefficient is the largest. At this time, the bedding effect is most obvious. Moreover, the obtained findings offer a reliable theoretical basis and engineering reference for improving the compatibility of percussion drilling technology and deep shale reservoirs. Bedding and impact angles significantly influence the dynamic behavior of shale.The deterioration of dynamic properties by water cooling is more significant than that of liquid nitrogen and natural cooling.The bedding effect is most obvious when bedding angle theta = 90 degrees and impact angle phi = 0 degrees.Shale with different impact angles corresponds to different stress states and failure modes.

Keyword:

Different cooling treatments Bedding angles Impact angles Dynamic tensile properties

Author Community:

  • [ 1 ] [Xi, Yan]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Wang, Haoyu]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Fan, Lifeng]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Li, Jun]China Univ Petr Beijing Karamay, Coll Petr Engn, Karamay 834000, Peoples R China
  • [ 5 ] [Zhang, Hui]China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
  • [ 6 ] [Li, Jun]China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
  • [ 7 ] [Guo, Boyun]Univ Louisiana Lafayette, Coll Engn, Lafayette, LA 70504 USA

Reprint Author's Address:

  • [Xi, Yan]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China;;

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Source :

ROCK MECHANICS AND ROCK ENGINEERING

ISSN: 0723-2632

Year: 2024

Issue: 10

Volume: 57

Page: 8457-8481

6 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 1

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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