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Reliability Analysis of Slope Stability Under the Condition of Extreme Ice-snow and Frozen Disaster

机译:极端冰雪条件下边坡稳定性的可靠性分析及冻害灾害

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Most areas in south China suffered the rare disaster of low temperature, ice-snow and freezing weather at 2008, which caused serious impact on the society, e.g. power systems, transportation, agriculture and people's living. In this paper, the influence of ice-snow on the infrastructures, such as the slope, is studied; meanwhile the defense work under the condition of extreme ice-snow and frozen disaster is proposed for reference. The influence factors of the slope stability under extreme ice-snow disaster are analyzed in this paper. Considering the influence of ice-snow condition on the variation of seepage field and frost heaving forces, a reasonable stability analysis method is proposed for the slope failure induced by ice-snow. Moreover, combined with the JC method of structural reliability theory, structural reliability for the design of geological disaster prevention and the combination condition of loads in ice-snow weather as well are presented.
机译:南部大部分地区遭遇了罕见的低温灾害,于2008年遭受了低温,冰雪和冻结天气,这对社会产生了严重影响,例如,电力系统,运输,农业和人民的生活。在本文中,研究了冰雪对基础设施,如坡度的影响;与此同时,提出了在极端冰雪和冻害灾难下的防御工作以供参考。本文分析了极端冰雪灾害下边坡稳定性的影响因素。考虑到冰雪条件对渗流场变化和冰霜起伏力的影响,提出了一种合理的稳定性分析方法,用于冰雪引起的斜坡故障。此外,结合了结构可靠性理论的JC方法,提出了地质防灾设计的结构可靠性以及冰雪天气中负荷的组合条件。

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