中文摘要：

地下管线是生命线工程的主要部分,已经成为现代工农业生产和城镇生活的大动脉。已有震害调查表明,饱和砂土液化引起的地基大变形（侧向变形和沉降）是导致强震区生命线工程震害的主要原因。采用三维非线性有限差分分析方法来研究砂土液化引起的大位移对地下管道的破坏特征,分析砂土液化的斜坡变形特征、孔隙水的演化过程。结果表明,砂土液化引起的大位移对地下管道有破坏作用,导致管道变形规律与其斜坡的位移规律相同,地下管线的变形随着振动频率和幅值的增加其非线性增大。

英文摘要：

Underground pipelines are the big arteries of present-day industry,agriculture,and city life.It is important to ensure the safety of pipelines in operation,especially under seismic loading.For underground pipelines,seismic damages can be classified as either wave-propagation damage or permanent ground-displacement damage.There have been some events where pipe damage has been due only to wave propagation.More typically,pipeline damage is due to a combination of hazards.However,the damage from large ground displacements typically occurs in isolated areas of ground failure and tends to be greater,whereas wave propagation tends to cause less damage.Large liquefaction-induced displacement（lateral displacement and settlement）is a potential source of major damage to underground pipelines during earthquakes.Therefore,soil liquefaction does major damage to underground pipelines during earthquakes.In order to analyze the damage to underground pipelines under a slope due to sand liquefaction,a three-dimensional nonlinear analysis was carried out to study the pipe characteristics damaged by liquefaction-induced large displacements using the FLAC finite-difference method and to analyze the displacement characteristics of the slope due to sand liquefaction and the pore water pressure buildup.A numerical model was established,which is similar to the real engineering project dimensions.The model consists of the saturated sand and dry sand layers,as well as the pipeline buried under the slope.The saturated sand on the foundation was modeled using a Mohr-Coulomb soil model coupled with a Finn model,which is the pore water pressure generation model.The dry sand of the slope was also modeled as a Mohr-Coulomb model without the pore water pressure generation model.The soilpipe interaction was simulated by a bilinear elastic model,in which the elastic modulus before liquefaction is 103 times that after liquefaction.The base boundary was a rigid boundary.The calculation process is divided into two stages of static and dynamic analy