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基于聲波測速的充填體完整性檢測

Integrality detection of backfill based on acoustic wave velocity testing

  • 摘要: 為檢測水泥-尾砂充填體內部構造和力學性能,采用鉆芯法從采場充填擋墻或相應部位施工覆蓋整個采場的地質孔取樣,使用SY-1型聲波儀對樣品進行聲波測試,通過配套軟件分析波形和頻譜.結果表明:波速和動彈性力學指標的差距源自強度和疏密構造差異;雖不同充填體聲波波速不同,但其聲波波形和頻譜成分基本相同;聲波延時長、主頻集中、頻譜較簡潔且振幅較高,反映出充填體內部夾雜、孔洞和空穴等缺陷少,結構較完整.

     

    Abstract: For detecting the interior conformation and mechanics capability of cement-tailing backfill, the sampling method of bore drilling was adopted from filling blocking walls or other corresponding parts which could cover all the stope to get backfill cores. The acoustic wave velocity of the samples was tested by use of SY-1 type acoustic testing apparatus, and then the spectra and waveforms were analyzed by way of correlative software. Testing results indicate the difference between acoustic wave velocity and elasticity mechanics index derives from the difference of backfill's strengtb and inner density structure. Although different backfill samples have different acoustic speeds, their acoustic waves have similar waveforms and spectrum components basically. The acoustic wave with a longer delay, main spectrum convergence, sententiousness spectra and a higher swing shows that the backfill has little lacuna such as impurities, holes and cavities and its configuration is integrated.

     

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