English  |  正體中文  |  简体中文  |  Items with full text/Total items : 52589/87783 (60%)
Visitors : 9385047      Online Users : 43
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version
    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/103552

    Title: Numerical analysis for a model encased sand column embedded in soft clay
    Authors: 洪勇善
    Keywords: numerical analysis, encased sand column, geotextile, soft clay.
    Date: 2015-09-01
    Issue Date: 2015-08-24 16:19:55 (UTC+8)
    Publisher: Civil-Comp Press
    Abstract: This study develops a numerical method to analyse the behavior of an encased granular column embedded in soft clay. The proposed method employs the elastic-plastic constitutive law with non-associated flow rule for filled material and the strain hardening-softening relationship for the encasement. Modified Cam-clay model is employed to characterize mechanical behavior of the soft clay. Finally, the proposed model analyses encased sand columns embedded in clay, which involves three materials, namely clay, sand and geotextile. All the numerically analyzed results are proven to be satisfactory with model test results.
    Relation: Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing
    Appears in Collections:[土木工程學系暨研究所] 會議論文

    Files in This Item:

    There are no files associated with this item.

    All items in 機構典藏 are protected by copyright, with all rights reserved.

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