危岩集合体激振特性试验研究
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王春华(1968—),男,高级工程师。获“深圳市杰出工程师”称号,广东省水利学会水利科学技术奖、广东省市政行业协会科学技术奖、BIM“科创杯”一等奖。研究方向为工程管理与土木工程减灾。E-mail:412038269@qq.com。

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U416;P642.21

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国家自然科学基金项目(11272185)


Experimental Study on Exciting Vibration of Overhanging Rock Aggregate
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    摘要:

    危岩集合体是产生大型特大型崩塌灾害的物理基础,其破坏机制是崩塌灾害监测预警的重大科学问题。 构建了危岩集合体激振试验模型,据此开展危岩破坏模型试验,获得了约 27 万个激振信号测试数据。 试验表明,危岩块之间界面的完整性对激振信号在危岩集合体内的传播影响明显,完整性越好,越容易传递激振信号。 同时,激振信号存在主振和次振两部分,其中主振发生在第 20~50 ms,次振发生在第 90~100 ms,且危岩块之间完整性越差,次振分散性越显著。 危岩集合体内危岩块的破坏有随机性,但是危岩破坏产生激振作用则有必然性,主振可能是引发大型特大型崩塌灾害的激发因子,次振可能是危岩集合体发生链式崩落的内在动力机制。 研究成果为深入开展危岩集合体破坏力学机制研究提供了科学借鉴。

    Abstract:

    Overhanging rock aggregates are the physical basis to trigger large-scale collapse disaster, and it is a major scientific problem in geological disaster monitoring and early warning for overhanging rock aggregates to rupture. This paper established an experimental model to explore exciting vibration of overhanging rock aggregate, and carried out an experiment, which produced about 270 000 pieces of excitation signal data characterized by acceleration. Experiments show that interface integrity between overhanging rock attenuates the transfer efficiency of excitation signal in the aggregates. Meanwhile, main excitation and secondary excitation consist in exciting signal. In the experiment, main excitation appears from 20 ms to 50 ms, and secondary excitation occurs at the 90~100 ms. Especially, dispersivity of secondary excitation is negatively correlated with interface integrity on overhanging rock. The failure of overhanging rock in overhanging rock aggregate is random, however, exciting action is inevitable in aggregate when overhanging rock failure occurs. Model test implies that the main excitation may be the excitation factor of the large-scale and super-large-scale collapse disaster, while the secondary excitation is the pacemaker to trigger avalanche failure of overhanging rock aggregate. The research results provide scientific reference for further study on failure mechanism of overhanging rock aggregate.

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王春华,陈洪凯.危岩集合体激振特性试验研究[J].华东交通大学学报,2022,39(1):12-18.

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  • 在线发布日期: 2022-03-11
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