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Stability Analysis of Landfills in Seismic Area

机译:地震区垃圾填埋场稳定性分析

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The design of landfills includes stability analyses based on appropriate mechanical characterization of soil and Municipal Solid Waste (MSW). Particular attention must be devoted to MSW landfills in seismic areas, where the waste fill and liners can be damaged by the seismic loading, as documented by recent earthquakes. Then, to analyze the seismic stability of landfills, in addition to the dynamic characterization of soil, the dynamic properties of MSW are also required. With this aim, in situ and laboratory tests can be performed and static and dynamic properties can be evaluated. In this paper the results of a geotechnical investigation carried on the Cozzo Vuturo landfill in the Enna area (Sicily, Italy) are reported and analyzed. In particular, Seismic Marchetti Dilatomer Tests (SMDT) have been carried out for the seismic characterization of waste and the test results are used to derive shear wave velocity profiles and dynamic properties of the deposited waste materials. The behavior of the MSW landfill subjected to earthquake loading is modeled in terms of displacement analysis.
机译:垃圾填埋场的设计包括基于土壤和城市固体废物(MSW)的适当机械特性进行的稳定性分析。必须特别注意地震地区的MSW垃圾填埋场,如最近地震所证明的那样,地震填充可能会损坏垃圾填埋场和衬砌。然后,为了分析垃圾填埋场的地震稳定性,除了对土壤进行动态表征外,还需要MSW的动态特性。为此,可以进行原位和实验室测试,并可以评估静态和动态特性。本文报告并分析了恩纳地区(意大利西西里岛)的Cozzo Vuturo垃圾填埋场进行的岩土工程调查结果。特别是,已进行了地震马尔凯蒂双扩散体测试(SMDT)来对废物进行地震表征,并且将测试结果用于导出剪切波速度曲线和沉积废物的动态特性。根据位移分析对生活垃圾填埋场在地震荷载作用下的行为进行了建模。

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