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- W2393852269 abstract "The occurrence mechanism and development rule of karst and subsidence foundation in Lou-Xing freeway were studied and the ground subsidence happened recently was induced by shallow-hidden soil cave.Stress distribution caused by the subgrade loads in the karst and subsidence foundation and in the continuous reinforced concrete plate which was used to treat the collapse cave below the subgrade was analyzed by finite element method,which can provide reference for the continuous reinforced concrete plate design.According to the subgrade filling case,the influence depth of subgrad was computed,which is about 15 m.Therefore,it is considered that the subgrad engineering have little influence on the karst cave below the depth of 15 m.Combined with the transfer law of underground subsidence to ground surface,the method to predict maximum depth of cave collapse was put forward.Finally treatment methods of the karst and subsidence foundation was proposed according to analysis results." @default.
- W2393852269 created "2016-06-24" @default.
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- W2393852269 date "2009-01-01" @default.
- W2393852269 modified "2023-09-26" @default.
- W2393852269 title "Interaction between karst-subsidence foundation and subgrade in Lou-Xing freeway and its treatment methods" @default.
- W2393852269 hasPublicationYear "2009" @default.
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