PROPERTIES OF THE COMPOSITE GROUND WITH SUPER-LONG SOIL - CEMENT COLUMNS

The paper focuses on researching the deformation and consolidation behavior of a composite ground with super-long soil-cement columns by finite element method. On account of the small vertical deformation and the good quality of the columns, much of the load was transformed to their tips and then to the bearing layer. Thus the theory of effective length should be modified for these columns.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10010505
• Corporate Authors:

  Southeast University

  Editorial Department, 2 Si Pai Lou
  Nanjing, Jiangsu  China  210096
• Authors:
  • HEYUAN, LIU
  • SONGYU, LIU
• Publication Date: 1999-1

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 63-69
• Serial:
  • JOURNAL OF SOUTHEAST UNIVERISTY
  • Volume: 29
  • Issue Number: 2
  • Publisher: Southeast University
  • ISSN: 1001-0505

Subject/Index Terms

• TRT Terms: Composite materials; Finite element method; Foundations; Support piles
• ITRD Terms: 9005: Composite; 6490: Finite element method; 3377: Foundation; 3399: Pile
• Subject Areas: Bridges and other structures;

Filing Info

• Accession Number: 00771274
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Nov 4 1999 12:00AM