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Reduction of the stability of pre-existing landslides during earthquake

机译:降低地震中既有滑坡的稳定性

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Seismic slope stability analyses of six different landslides were performed for different horizontalpeak ground acceleration coefficients. Movement of two of those landslides after the “2004 Niigata ChuoEarthquake” had caused huge damage by blocking the stream. Remaining four landslides were not movedconsiderably during “2007 Niigata Oki Earthquake” although they were located close to the epicenter. Thestudy result shows that if the 2007 earthquake would have been occurred in rainy season as in the case of the2004 Niigata earthquake,many pre-existing landslides could move and cause excessive damage. The study resultrecommends the concerned authorities to conduct seismic slope stability analysis of pre-existing landslides forthe critical situation and prepare the protective measure for those situations.
机译:针对不同的水平峰值地面加速度系数,对六个不同的滑坡进行了地震边坡稳定性分析。 “ 2004年新泻中央地震”发生后,其中两个滑坡的移动通过阻塞溪流造成了巨大的破坏。尽管在“ 2007年新泻大木地震”中,其余四处滑坡都位于震中附近,但它们的移动幅度并不大。研究结果表明,如果像2007年新泻地震那样在雨季发生2007年地震,那么许多先前存在的滑坡可能会移动并造成严重破坏。研究结果建议有关部门针对危急情况进行既有滑坡的地震边坡稳定性分析,并针对这些情况制定防护措施。

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