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桩承式路堤中土拱效应可视化模型试验研究 Title:ExperimentalStudyonVisualizationofSoilArchingEffectinPiledEmbankments Abstract: Thesoilarchingeffectinpiledembankmentsisacriticalphenomenonthatsignificantlyinfluencesthestabilityandload-carryingcapacityofthestructure.Thispaperpresentsanexperimentalstudyonthevisualizationofthesoilarchingeffectinpiledembankmentsthroughamodeltest.Theobjectivesofthisresearchweretoinvestigatethedistributionofsoilarchingpressureanditsvariationwithdifferentparameters,suchaspilespacing,pilestiffness,andembankmentheight.Aseriesoftestswereconductedonascaledmodelofapiledembankment,andtheresultswereanalyzedtoprovidevaluableinsightsintothesoilarchingeffectanditsimpactonthedesignofpiledembankments. 1.Introduction: Piledembankmentsarewidelyusedintransportationinfrastructure,providingsustainablesolutionsforsoftgroundconditions.Thesoilarchingeffectisafundamentalprinciplegoverningtheloaddistributioninpilesandaffectstheoverallperformanceofpiledembankments.Understandingthesoilarchingeffectiscrucialforthedesignandanalysisofsuchstructures.Thispaperpresentsanexperimentalinvestigationintothebehaviorofsoilarchinginpiledembankmentsusingavisualizedmodeltesttoprovideadeeperunderstandingofitsmechanism. 2.ExperimentalMethodology: Ascaledmodelofapiledembankmentwasconstructedinthelaboratory,consideringthekeyparametersthataffectthesoilarchingeffect,includingpilespacing,pilestiffness,andembankmentheight.Transparentsoilsimulantwithsimilarpropertiestotheprototypematerialwasusedtoallowforvisualizationofthesoilarchingbehavior.Themodelembankmentwassubjectedtoincrementalloading,andthedistributionofsoilarchingpressurewasmeasuredusingpressuresensorsinstalledalongthemodelpiles.Theresultswereanalyzedtoevaluatethevariationofthesoilarchingeffectwithrespecttodifferentparameters. 3.ResultsandDiscussion: Theexperimentalresultsdemonstratedthesignificantinfluenceofpilespacingonthesoilarchingeffect.Decreasingthepilespacingresultedinamorepronouncedsoilarchingeffect,leadingtohigherarchingpressuresnearthepilesa