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Theory of Unload-load Response Ratio and its Application in Debris Landslide Forecast

机译:卸载响应比理论及其在杂物滑坡预测中的应用

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Debris landslide is a widely distributed and its hazard is huge and hard to forecast with traditional method. Instability drivers of the debris landslide and mechanism were systematically analyzed in this paper. And on that basis, the theory of unload-load response ratio was proposed to forecast the landslide's stability. In the view of system dynamics, the unload-load parameter and unload-load response parameter were singled out and the feasibility was able to build up analyzed, and then, the model of unload-load response ratio was built. As an example, the model was used to analyze and calculate the Xintan typical debris landslide. The results were showed. The steady state reflected by the timing curve of the unload-load response ratio was consistent with the landslide's actual status, when Y'→0, the overall unstability of landslide would appear. That showed it was available to use the unload-load response ratio to forecast landslide's deformation stage and as a criterion of landslide instability.
机译:碎片滑坡是一种广泛分布的,其危险与传统方法有巨大又难以预报。本文系统地分析了碎片滑坡和机制的不稳定司机。在此基础上,提出了卸载负荷响应比理论,以预测滑坡的稳定性。在系统动力学的角度,卸载负载参数和卸载负载响应参数被挑选出来的可行性是能够建立起来进行分析,然后,卸载的负载响应比模型建成。例如,该模型用于分析和计算Xintan典型的碎片滑坡。结果显示了。由卸载负载响应比的时序曲线反射的稳态与滑坡的实际状态一致,当Y'→0时,将出现山体滑坡的总体不稳定性。显示它可以使用卸载负载响应比来预测滑坡的变形阶段,作为滑坡不稳定的标准。

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