English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 55531/89856 (62%)
造訪人次 : 11002205      線上人數 : 58
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/50458


    題名: Laboratory tests on geosynthetic-encapsulated sand columns
    作者: Wu, Cho-sen;Hong, Yung-shan
    貢獻者: 淡江大學土木工程學系
    關鍵詞: Sand column;Triaxial compression test;Geotextile;Encapsulated;Inspired confining pressure;Radial strain reduction
    日期: 2009-04
    上傳時間: 2010-08-09 17:57:15 (UTC+8)
    出版者: Elsevier
    摘要: Granular columns have been introduced into engineering practice to improve the bearing capacity and reduce settlement of sand column in a weak or soft soil. The improvement can be enhanced by encapsulating the column with tensile resistant material. The improvement depends on the confinement offered by the surrounding soil, the reinforcing material and the granular column material. In this study, the extent of improvement for a sand column subjected to constant confining pressures is studied through laboratory experiments. A series of triaxial compression tests were carried out in laboratory to investigate the response of sand columns encapsulated by geotextiles. The tests consisted of triaxial compression tests on sand columns with two different densities and encapsulated by sleeves fabricated from three different geotextiles. The increase in deviatoric stress, the reductions in volumetric and radial strains, and the increase in confining pressure generated by the encapsulating reinforcement were measured and analyzed. The mobilized pseudo-cohesion and friction angle corresponding to various axial strains are analyzed to interpret the reinforcing effect. The experimental results are compared with data obtained from analytical method reported in the literature.
    關聯: Geotextiles and Geomembranes 27(2), pp.107-120
    DOI: 10.1016/j.geotexmem.2008.09.003
    顯示於類別:[土木工程學系暨研究所] 期刊論文

    文件中的檔案:

    檔案 大小格式瀏覽次數
    0266-1144_27(2)p107-120.pdf1815KbAdobe PDF288檢視/開啟

    在機構典藏中所有的資料項目都受到原著作權保護.

    TAIR相關文章

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回饋