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    中国百强科技报刊

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    Volume 39 Issue 11
    Nov.  2014
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    Article Contents
    Xu Guangli, Dong Jiaxing, Li Zhipeng, Song Shengwu, Zhang Shishu, Wang Jinsheng, 2014. EDZ Assessment for Underground Cavern by Acoustic Wave Method. Earth Science, 39(11): 1599-1606. doi: 10.3799/dqkx.2014.153
    Citation: Xu Guangli, Dong Jiaxing, Li Zhipeng, Song Shengwu, Zhang Shishu, Wang Jinsheng, 2014. EDZ Assessment for Underground Cavern by Acoustic Wave Method. Earth Science, 39(11): 1599-1606. doi: 10.3799/dqkx.2014.153

    EDZ Assessment for Underground Cavern by Acoustic Wave Method

    doi: 10.3799/dqkx.2014.153
    • Received Date: 2013-11-15
    • Publish Date: 2014-11-01
    • Excavation Damaged Zone (EDZ) assessment is important for the design, execution and operation of modern underground engineering. However, it is very difficult to determine EDZ because of the complexity of lithology, geostress, excavation method, cavern size and shape, etc.. Based on its definition, EDZ is subdivided into excavation highly damaged zone (EHDZ), excavation slightly damaged zone (ESDZ) and basically undamaged zone in this paper. Acoustic wave velocity method is suggested to determine EDZ. The acoustic wave curves are classified into type Ⅰ, type Ⅱ and type Ⅲ. EHDZ and ESDZ can be qualitatively determined by characteristic points of acoustic wave curves. A damage factor D calculated by the acoustic wave velocities is adapted to quantitatively assess EDZ. It is found that the comprehensive method and index provide us a good assessment of EDZ for underground caverns.

       

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