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author:

Wang, Jingui (Wang, Jingui.) [1] (Scholars:王金贵) | Zhang, Su (Zhang, Su.) [2] (Scholars:张苏)

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EI Scopus PKU CSCD

Abstract:

Micro-seismic technology is an important means of monitoring the stability of concrete construction. The characteristic indices of micro-seismic signals during the cracking process of material are the premise of accurately predicting. The soundless cracking agent was applied to realizing static micro-seismic tensile failure at different rates, and the coal or rock dynamic disaster experimental simulation system of ZDKT-1 type was used for real-time monitoring the micro-seismic signals in the cracking processes. By analyzing the variation characteristics of micro-seismic signal amplitude, energy and spectrum of micro-seismic signals during the static cracking processes of cement mortar, it is found that as a quasi-homogeneous material, there are three longitudinal cracks, but no transverse cracks after static cracking in cement mortar. Both amplitude and spectrum of micro-seismic signals are related to the static cracking rate, and the greater the cracking rate is, the greater the average amplitude of micro-seismic signals is and the wider the frequency domain of signals is. The number of micro-seismic events is related to the eventual total crack area. The larger the crack area is, the more the micro-seismic events are. The amplitude and energy of micro-seismic signals in the static cracking process do not change monotonically, but switch between weak and strong, and the microseisms signals were paroxysmal in the entire process. © 2017, Editorial Office of China Civil Engineering Journal. All right reserved.

Keyword:

Cements Frequency domain analysis Mortar Seismic waves Seismology

Community:

  • [ 1 ] [Wang, Jingui]Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Wang, Jingui]China University of Mining and Technology, Beijing; 100083, China
  • [ 3 ] [Zhang, Su]Fuzhou University, Fuzhou; 350116, China

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Source :

China Civil Engineering Journal

ISSN: 1000-131X

CN: 11-2120/TU

Year: 2017

Issue: 11

Volume: 50

Page: 18-23 and 56

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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