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- W2391588349 abstract "Based on the data smoothing method which combines with finite element and general interaction validation method,strain measuring and program of geotechnical test model is developed.The correctness and reliability of the program is verified by three-point bending beam experiment.And then this method is applied to the strain measuring calculation of core-wall rockfill dam shaking table model test.At the same time,the displacement field and strain field of model dam is obtained.Meanwhile,earthquake damage mechanism of core-wall rockfill dam is discussed.The results show that the failure process is roughly divided into three stages,namely overall deformation stage,dam slope slipping deformation stage and failure stage;the start of the second stage is that overall movement turns to sliding along the upstream and downstream slope respectively;failure pattern of the model dam is shallow damage along upstream and downstream slope at empty reservoir condition." @default.
- W2391588349 created "2016-06-24" @default.
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- W2391588349 date "2014-01-01" @default.
- W2391588349 modified "2023-09-28" @default.
- W2391588349 title "Application of Image Strain Measurement Technology in Shaking Table Model Test of Core-wall Rockfill Dam" @default.
- W2391588349 hasPublicationYear "2014" @default.
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