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- W2370625284 abstract "In order to increase pile's loading and pile-soil stress ratio,several layers of geonet are laid between embankment and the top of pile composite foundation and then the pile-net composite foundation or geotextile reinforced piled embankment is formed.At the present time,it's design is still at the stage of experience.By the method of installing extensometer inside and outside the plate,and laying earth pressure boxes under the double-layer geonet,the authors measured the regularity of the stress's horizontal distribution,vertical spread and change with time or settlement,analysed the strength variation and destruction model,and advised the determination standard of bearing capacity characteristic value.The test date provides useful information for theoretical analysis and engineering design." @default.
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- W2370625284 date "2004-01-01" @default.
- W2370625284 modified "2023-09-25" @default.
- W2370625284 title "Test Study and Analysis of Double-layer Geonet Composite Foundation's Working Performance" @default.
- W2370625284 hasPublicationYear "2004" @default.
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