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 haz-ards.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 analy-sis was carried out to study the pipe characteristics damaged by liquefaction-induced large dis-placements using the FLAC finite-difference method and to analyze the displacement characteris-tics 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 saturat-ed 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 soil-pipe interaction was simulated by a bilinear elastic model,in which the elastic modulus before liq-uefaction is 103 times that after liquefaction.The base boundary was a rigid boundary.The calcula-tion process is divided into two stages of static and dynamic analysis.In the initial static analysis, in order to compute the gravity stresses,the base boundary was fixed both horizontally and verti-cally,and the side boundaries were only fixed horizontally.In the dynamic analysis,free-field boundaries were used,and the sine waves were applied to the base boundary.After computing the static stress conditions,a time history dynamic analysis was carried out for sine wave velocities with different frequencies and amplitudes.It was shown that the occurrence of sand liquefaction and large displacement was caused by large sine waves.The displacement of the slope increased with time,which was different in the various parts of the slope.The displacement below the toe of the slope was bigger than that below the crest of the slope,and the sand above the slope had a trend of slipping into the foot of the foundation.The displacement of the pipe increased linearly in the first stage,and then increased nonlinearly with the increase in damage.The liquefaction-in-duced large displacement does damage to the buried pipe;the displacement of the pipe increases with an increase in the amplitude and frequency of applied sine waves.It is possible to use the non-linear method to simulate the soil-structure interaction.It is necessary to find a simplified analysis method for predicting pipe damage.%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。
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