English  |  正體中文  |  简体中文  |  Items with full text/Total items : 52374/87459 (60%)
Visitors : 9154173      Online Users : 296
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/987654321/108800

    Title: Load and Settlement of Pile-Raft Foundation at Post Consolidation from 3D FEM Analysis
    Authors: Chang, Der-Wen;Lin, Wei-Chen;Liu, C.H.;Lu, Chih-Wei
    Keywords: pile-raft foundation;load;settlement;3D FEM analysis
    Date: 2015-11-09
    Issue Date: 2016-12-13 02:10:49 (UTC+8)
    Abstract: Load and settlement behaviors of a numerical pile-raft foundation in soft soils after the consolidation are presented in this paper. Modified Cam Clay (MCC) model was adopted to model the soil behaviors. Three dimensional FEM analysis based on MIDAS-GTS program was conducted in the study. The influences of pile-to pile spacing distance and pile length as well as soil model parameters were monitored. It generally finds that the trend of the load distribution and settlements of piles and raft are dependent of these effects. A post consolidation analysis for a pile-raft foundation under the loads could be suggested for the long-term condition of the foundation.
    Relation: Proceedings of The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Proceeding

    Files in This Item:

    File Description SizeFormat

    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