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- W2389342149 abstract "Shaking table model test on upright wall of nuclear power plant′s pumping station is designed according to a real project.The deformation process of upright wall and gravel behind wall during earthquake is measured by the particle image velocimetry(PIV)method.Earthquake response and failure mode of upright wall structure under earthquakes are analyzed in detail.The test results show that the failure process of upright wall structure located on rubble foundation is as follows: when the input acceleration is smaller,upright wall is in a steady state;with the gradually increase of input acceleration,upright wall starts to horizontally slip,incline and vertically settle,and backfill gravel appears to subside under the action of seismic inertia force and dynamic earth pressures,but the displacement is small;when the acceleration reaches a certain value,movement speed of upright wall and subsidence rate of backfill gravel increase dramatically and upright wall structure displaces significant deformation." @default.
- W2389342149 created "2016-06-24" @default.
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- W2389342149 date "2014-01-01" @default.
- W2389342149 modified "2023-09-26" @default.
- W2389342149 title "Shaking table model test on upright wall of nuclear power plant′s pumping station" @default.
- W2389342149 hasPublicationYear "2014" @default.
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