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首页> 外文期刊>Soils and foundations >STUDY ON DIP SLOPE FAILURE AT HIGASHI TAKEZAWA INDUCED BY 2004 NIIGATA-KEN CHUETSU EARTHQUAKE
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STUDY ON DIP SLOPE FAILURE AT HIGASHI TAKEZAWA INDUCED BY 2004 NIIGATA-KEN CHUETSU EARTHQUAKE

机译:2004年新泻县千住地震引发的东竹竹泽倾角倾倒破坏研究

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摘要

References(41) Cited-By(5) An extensive number of slopes failed in the 2004 Niigata-ken Chuetsu Earthquake. Among them, a dip slope containing a weak layer in Yamakoshi Village (currently Nagaoka City) was investigated intensively. Regarding its morphological characteristics, it is argued that the earthquake reactivated a pre-existing failure plane which then formed most of the present sliding plane. In order to reveal the strength properties of the weak layer that formed the sliding plane, including the behavior against cyclic loading, a series of triaxial compression tests and simple shear tests was performed on undisturbed specimens that were retrieved by block sampling from the site. Based on the test results, a stability analysis and the calculation of the earthquake-induced displacement were performed. By extending Newmark's sliding block analysis, while considering the effects of the irregular geometry of the sliding plane and its strain-softening properties, a reasonable simulation of the process of this slope failure could be provided.
机译:参考文献(41)被引用(5)在2004年新泻县中越地震中,大量的斜坡失灵。其中,对山口村(现长冈市)内一个薄弱层的斜坡进行了深入研究。关于其形态特征,有人认为地震使先前存在的破坏面重新活化,然后形成了目前的大部分滑动面。为了揭示形成滑动面的薄层的强度特性(包括抵抗循环载荷的行为),对未受干扰的标本进行了一系列三轴压缩试验和简单的剪切试验,这些标本是通过从现场进行块采样而获得的。根据测试结果,进行了稳定性分析和地震诱发位移的计算。通过扩展纽马克的滑块分析,同时考虑到滑动面的不规则几何形状及其应变软化特性的影响,可以提供这种斜坡破坏过程的合理模拟。

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