關鍵字查詢 | 類別:期刊論文 | | 關鍵字:Geosynthetic-encased sand column behavior under triaxial test simulation

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序號 學年期 教師動態
1 101/1 土木系 吳朝賢 教授 期刊論文 發佈 Geosynthetic-encased sand column behavior under triaxial test simulation , [101-1] :Geosynthetic-encased sand column behavior under triaxial test simulation期刊論文Geosynthetic-encased sand column behavior under triaxial test simulationHong, Yung-Shan; Wu, Cho-Sen; Sun, Chiang-Sen淡江大學土木工程學系Encased Sand Column; Triaxial Compression Test; Converted Confining Pressure; GeosyntheticsTrans Tech PublicationsAdvanced Materials Research 594-597, pp.581-584Encasing a cylindrical granular column with tensile resistant material is proven an effective practice to improve granular column strength. Laboratory triaxial compression tests were conducted on encased granular columns to study the tensile resistant material reinforcing effects. This study explores the behavior of geosynthetic-encased sand columns using a converted approach to reduce laborious efforts. The encased column behavior is simulated by applying persistently increased chamber pressure to unreinforced sand column specimens. Three column specimen diameters, 5, 7 and 10 cm, were employed to study the scale effect. The te
2 101/1 土木系 洪勇善 教授 期刊論文 發佈 Geosynthetic-encased sand column behavior under triaxial test simulation , [101-1] :Geosynthetic-encased sand column behavior under triaxial test simulation期刊論文Geosynthetic-encased sand column behavior under triaxial test simulationHong, Yung-Shan; Wu, Cho-Sen; Sun, Chiang-Sen淡江大學土木工程學系Encased Sand Column; Triaxial Compression Test; Converted Confining Pressure; GeosyntheticsTrans Tech PublicationsAdvanced Materials Research 594-597, pp.581-584Encasing a cylindrical granular column with tensile resistant material is proven an effective practice to improve granular column strength. Laboratory triaxial compression tests were conducted on encased granular columns to study the tensile resistant material reinforcing effects. This study explores the behavior of geosynthetic-encased sand columns using a converted approach to reduce laborious efforts. The encased column behavior is simulated by applying persistently increased chamber pressure to unreinforced sand column specimens. Three column specimen diameters, 5, 7 and 10 cm, were employed to study the scale effect. The te
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