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IN-SITU GPS MONITORING AND NUMERICAL SIMULATION OF SLOPE DEFORMATION AND STABILITY IN EARTHQUAKE

机译:GPS现场监测和地震边坡变形与稳定性的数值模拟

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The Ya'an earthquake triggered the Wujiashan old landslide instability.The region deformation has monitored by an in-situ GPS monitoring system.In this paper,GPS data is firstly analyzed.Furthermore,FLAC3D is used to establish the model of deformation areas to simulate the landslide process by loading seismic wave,which is based on the regional geological parameters of landslide.The actual deformation monitored by the GPS system shows that the slope in the Wujiashan region had been in a steady state with little deformation before Ya'an earthquake happened,when Ya'an earthquake occurred,however,the slope deformation increased rapidly and the maximum values was approximately 43.72 mm in the vertical direction and 26.65 mm in the horizontal direction,which means earthquake seismic had led to significant reduction in the slope stability and caused this slope failure.Results of FLAC3D numerical simulation show that dynamic response degrees in different soil layers are different under the same earthquake magnitude and old landslide is more sensitive.From the comparison of the actual and numerical deformation,deformation law can be investigated and served as a reference.
机译:雅安地震触发了吴家山老滑坡失稳。利用原位GPS监测系统对区域变形进行了监测。本文首先对GPS数据进行了分析。此外,利用FLAC3D建立了变形区域模型进行了模拟。 GPS监测到的实际变形表明,吴家山地区的边坡处于稳定状态,变形很小,在雅安地震发生前就处于稳定状态,几乎没有变形。但是,雅安地震发生时,边坡变形迅速增加,最大值在垂直方向上约为43.72 mm,在水平方向上约为26.65 mm,这说明地震引起了边坡稳定性的显着降低,并引起了FLAC3D的数值模拟结果表明,不同土层的动力响应程度在坡向下是不同的。对地震烈度和老滑坡比较敏感。通过对实际变形和数值变形的比较,可以研究变形规律,并作为参考。

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