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作者:

Zhao, X.B. (Zhao, X.B..) | Yao, X.H. (Yao, X.H..) | Gong, Q.M. (Gong, Q.M..) (学者:龚秋明) | Ma, H.S. (Ma, H.S..) | Li, X.Z. (Li, X.Z..)

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EI Scopus

摘要:

In order to study the crack pattern of Beishan granite under a single normal and inclined disc cutter, a series of linear cutting experiments were conducted. During the tests, a constant cross-section disc cutter with a diameter of 17. in. was used and a block of Beishan granite with the size of 1000. ×. 1000. ×. 600. mm (Length. ×. Width. ×. Height) was adopted. After the experiments, it is found that in the rock sample, there is a broken area beneath the cutting groove with variable degrees of fragmentation. Based on the crack pattern and crack density, the rock sample is divided into the re-compacted zone, the crushed and crack zone, and the intact rock zone. Meanwhile, the size and area of these zones were analyzed and the corresponding ultrasonic velocities were measured. It is shown that the crack patterns for normal and inclined cuttings at the same penetration depth are greatly different due to different included angles and cutting forces in the two scenarios. As the penetration of inclined cutting increases, the size and area of various zones expand significantly. In addition, the ultrasonic test reveals that the ultrasonic velocity of each zone agrees well with the degree of fragmentation and the velocities of corresponding zones for different scenarios are similar. © 2015 Elsevier Ltd.

关键词:

Granite Ultrasonic testing Ultrasonic velocity

作者机构:

  • [ 1 ] [Zhao, X.B.]NJU-ECE Institute for Underground Space and Geo-environment, School of Earth Sciences and Engineering, Nanjing University, Nanjing; 210093, China
  • [ 2 ] [Yao, X.H.]NJU-ECE Institute for Underground Space and Geo-environment, School of Earth Sciences and Engineering, Nanjing University, Nanjing; 210093, China
  • [ 3 ] [Yao, X.H.]Nantong Urban Construction Group Corporation Ltd, Nantong; 226001, China
  • [ 4 ] [Gong, Q.M.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Ma, H.S.]Division of Environmental Engineering, CNNC Beijing Research Institute of Uranium Geology, Beijing; 100029, China
  • [ 6 ] [Li, X.Z.]NJU-ECE Institute for Underground Space and Geo-environment, School of Earth Sciences and Engineering, Nanjing University, Nanjing; 210093, China

通讯作者信息:

  • [zhao, x.b.]nju-ece institute for underground space and geo-environment, school of earth sciences and engineering, nanjing university, nanjing; 210093, china

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来源 :

Tunnelling and Underground Space Technology

ISSN: 0886-7798

年份: 2015

卷: 50

页码: 479-489

6 . 9 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:114

JCR分区:1

中科院分区:3

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 32

ESI高被引论文在榜: 0 展开所有

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