杜岩, 陆永都, 谢谟文, 贺铮, 马国星. 基于激光多普勒测振的危岩体岩桥长度测量[J]. 煤炭学报, 2019, 44(S2): 560-565. DOI: 10.13225/j.cnki.jccs.2019.0776
引用本文: 杜岩, 陆永都, 谢谟文, 贺铮, 马国星. 基于激光多普勒测振的危岩体岩桥长度测量[J]. 煤炭学报, 2019, 44(S2): 560-565. DOI: 10.13225/j.cnki.jccs.2019.0776
DU Yan, LU Yongdu, XIE Mowen, HE Zheng, MA Guoxing. Measurement of rock bridge length of unstable rock based on laser doppler vibrometer[J]. Journal of China Coal Society, 2019, 44(S2): 560-565. DOI: 10.13225/j.cnki.jccs.2019.0776
Citation: DU Yan, LU Yongdu, XIE Mowen, HE Zheng, MA Guoxing. Measurement of rock bridge length of unstable rock based on laser doppler vibrometer[J]. Journal of China Coal Society, 2019, 44(S2): 560-565. DOI: 10.13225/j.cnki.jccs.2019.0776

基于激光多普勒测振的危岩体岩桥长度测量

Measurement of rock bridge length of unstable rock based on laser doppler vibrometer

  • 摘要: 危岩块体的快速识别,一直是岩土工程灾害研究的热点和难点问题。实际上,岩桥贯通是导致岩体失稳的重要因素,因此在对边坡危岩进行快速识别时,需要对岩桥长度等进行定量评价。通常岩桥的直接测量是很难实现的,这不仅需要详细的地质信息,还需要大量的原位实验进行评价。这些工作往往耗时且耗费昂贵,而间接的评估方法更容易应用于工程实践。基于此,应用新型激光多普勒测振仪(LDV),对岩体进行远程振动监测得到其固有振动频率; 基于物理力学模型,分析基于固有振动频率的岩桥计算长度间接测量算法; 讨论岩桥贯通率指标的模糊识别算法及其应用优势。实验中,基于激光多普勒测振仪的固有振动频率监测可为岩块体岩桥长度提供数据支持,误差最大为16.47%,最小为0.46%,平均误差为6.81%,相关性高达0.985 7。同时,该技术还可实现岩桥贯通率等指标的模糊识别,其方法所计算的结果与实际基本吻合,平均误差仅为3.25%。这种岩桥贯通率的模糊识别计算方法,不需要块体大小和质量等信息,可为现场提供1种相对方便的危岩体早期判识指标,从而实现提醒工程注意和预警的目的。基于LDV的振动监测可为危岩体的快速识别提供数据支持,并为工程中更好的应对边坡崩塌灾害提供支持。

     

    Abstract: Rapid recognition of unstable rocks has been one of the hottest issues in the study of geological hazards for many years.Essentially, the cracking of rock bridge is an important factor causing rock mass instability.Based on rock bridge length, the devastating unstable rocks can be quickly found out.However, it is very difficult to directly obtain the rock bridge length because it requires not only detailed geological information, but also a large number of in-situ experiments.These tasks are often time-consuming and expensive, so it is easier to apply an indirect evaluation method in engineering practice.In this study, using a Laser Doppler Vibrometer, the natural vibration frequency is obtained by remote vibration monitoring.Then according to physical model experiment, the indirect measuring method of rock bridge length based on vibration frequency is analyzed.Finally, the fuzzy recognition algorithms for the unconformity rate of rock bridge and the errors are discussed as well.The results show that the natural vibration frequency monitoring based on Laser Doppler Vibrometer can provide data support for rock bridge length.The maximum error is 16.47%, the minimum is 0.46%, the average error is 6.81% and the correlation is as high as 0.985 7.Meanwhile, the technology can also realize the fuzzy recognition of rock connectivity rate, and the average error is only 3.25%.This fuzzy recognition algorithm does not need to know the size and quality of blocks and other information, and provides a relatively convenient index to achieve the purpose of rapid identification and early warning of unstable rocks.The vibration monitoring based on LDV can provide important data support for a better response to rock collapse in engineering.

     

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