Static　pushover　test　of　underground　structures　is　an　ideal　method　in　seismic　research　due　to　its　large　model　structure　size　and　controllable　stress　level.　In　order　to　solve　the　problem　of　complex　and　expensive　static　pushover　test　process　for　soil-underground　structure　system　considering　soil-structure　interaction,　a　simple　static　pushover　test　technology　considering　spring-underground　structure　system　was　proposed　which　can　approximately　consider　the　soil-structure　interaction.　Steel　springs　were　set　to　simulate　the　initial　earth　pressure　and　soil-structure　interaction　during　the　pushover　process.　In　the　test,　the　springs　on　both　sides　of　the　structure　were　compressed　and　vertical　uniformly　distributed　load　was　applied　to　simulate　the　initial　earth　pressure　on　the　structure.　The　springs　also　limited　the　horizontal　displacement　of　the　bottom　of　the　structure,　and　a　horizontal　thrust　was　applied　on　the　top　of　one　side　of　the　structure　to　push　the　structure　from　the　initial　state　to　failure　to　simulate　the　horizontal　seismic　action　on　the　structure.　The　test　object　was　a　scaled　model　of　the　Daikai　station　damaged　in　the　1995　Hanshin　earthquake　in　Japan,　and　the　geometric　scale　ratio　of　the　model　structure　was　1　/　5.　Based　on　the　test　device,　a　detailed　test　scheme　was　designed,　and　the　feasibility　of　this　test　assumption　was　verified　by　carrying　out　the　test.　The　relationship　between　the　shear　capacity　of　the　test　object　and　structural　inner-story　drift　could　be　obtained　by　analyzing　the　test　results.　The　weak　components　and　the　failure　mode　of　the　structure　were　studied.　It　can　be　seen　that　the　surrounding　soil　had　an　obvious　restraint　effect　on　the　underground　structures　during　the　earthquake　process,　and　the　surrounding　soil　improved　the　lateral　collapse　resistance　of　the　underground　structures,　the　middle　column　was　the　weak　member　of　the　model　structure.　©　2023　Science　Press.　All　rights　reserved.