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author:

Huang, Zhen-Ping (Huang, Zhen-Ping.) [1] (Scholars:黄真萍) | Zhang, Yi (Zhang, Yi.) [2] | Wu, Wei-Da (Wu, Wei-Da.) [3]

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Abstract:

Mechanical properties of heat-treated rock after the cooling treatment directly influence the exploration and development of underground space and resources, storage of nuclear waste and stability evaluation of underground engineering after the high temperature disaster. Uniaxial compression and acoustic wave tests were conducted on heat-treated marble samples under the conditions of natural cooling and water cooling. Then, the variations of peak strength, elastic modulus, attenuation coefficient, longitudinal wave velocity and dominant frequency under different conditions were analyzed. A decrease trend is noted in peak strength, elastic modulus and longitudinal wave velocity of heat-treated marble by water cooling with the increase of treated temperature. When the temperature is lower than 400 , the attenuation coefficient gradually increases and the dominant frequency gradually declines with the increase of temperature. When the temperature is higher than 400 , the attenuation coefficient and dominant frequency do not completely exhibit monotonically increasing or decreasing trend, though there is a turning point. The peak strength, elastic modulus and dominant frequency of heat-treated marble samples after water cooling are lower than those after natural cooling, but the longitudinal wave velocity and attenuation coefficient are opposite. These results can provide references for the engineering health monitoring and stability evaluation of cooling methods on heat-treated rocks. © 2016, Academia Sinica. All right reserved.

Keyword:

Acoustics Acoustic wave velocity Cooling Cooling water Elastic moduli High temperature effects High temperature engineering Marble Waste treatment Water treatment Wave propagation

Community:

  • [ 1 ] [Huang, Zhen-Ping]College of Environment and Resources, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 2 ] [Huang, Zhen-Ping]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 3 ] [Zhang, Yi]College of Environment and Resources, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 4 ] [Zhang, Yi]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 5 ] [Wu, Wei-Da]College of Environment and Resources, Fuzhou University, Fuzhou; Fujian; 350108, China
  • [ 6 ] [Wu, Wei-Da]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; Fujian; 350108, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

CN: 42-1199/O3

Year: 2016

Issue: 2

Volume: 37

Page: 367-375

1 . 5 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 29

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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