Home           Contact us           FAQs           
 
   Journal Page   |   Aims & Scope   |   Author Guideline   |   Editorial Board   |   Search
    Abstract
2013 (Vol. 6, Issue: 08)
Article Information:

Experimental Research on Double-Pipe Pile-Shoe of Steel Pipe Piles

Hua Wei, Dawei Zhu and Haijun Wang
Corresponding Author:  Hua Wei 

Key words:  Bearing capacity, double-pipe pile-shoe, plugging effect, steel pipe pile, , ,
Vol. 6 , (08): 1483-1485
Submitted Accepted Published
October 31, 2012 January 03, 2013 July 10, 2013
Abstract:

In order to clarify mechanical performance of a new kind of steel piles with double pipe pile-shoe, bored steel tubular pile specimens and doubled steel tubular pile specimens were made and compression experiments were carried out. Experiments show that single pipe pile has no high performances and cannot get entire plug effect; Reinforced single pipe pile with ribs has higher performances and can get entire plug effect as the same as close-end piles; Double steel pipe piles have higher bearing capacity, entire plug effect and good ductility. A wedge shape of pile-shoe is helpful to form wedge effect and get higher plug effect and a flat shape end of inner steel tube can get higher plug effect.
Abstract PDF HTML
  Cite this Reference:
Hua Wei, Dawei Zhu and Haijun Wang, 2013. Experimental Research on Double-Pipe Pile-Shoe of Steel Pipe Piles.  Research Journal of Applied Sciences, Engineering and Technology, 6(08): 1483-1485.
    Advertise with us
 
ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Current Information
   Sales & Services
   Contact Information
  Executive Managing Editor
  Email: admin@maxwellsci.com
  Publishing Editor
  Email: support@maxwellsci.com
  Account Manager
  Email: faisalm@maxwellsci.com
  Journal Editor
  Email: admin@maxwellsci.com
  Press Department
  Email: press@maxwellsci.com
Home  |  Contact us  |  About us  |  Privacy Policy
Copyright © 2009. MAXWELL Science Publication, a division of MAXWELLl Scientific Organization. All rights reserved