Calculation Method of Deformation and Inner Force of a Sheet Pile Wall with Relieving Platform

Sheet pile with relieving platform is a new type of retaining structure that has been successfully used for reinforcing slopes in Shenzhen city, China. The stress and deformation of sheet pile with relieving platform are very complex owing to the existence of the relieving platform. In this paper, the authors divide the sheet pile with relieving platform into a loaded segment and an anchored segment and develop a numerical model to calculate the inner force and deformation of the sheet pile with relieving platform. Finally, the authors use the finite element method (FEM) model and fielding monitoring data to investigate the effectiveness of the newly developed calculation model.

• Record URL:
  https://doi.org/10.1061/9780784413159.025
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784413159
• Supplemental Notes:
  • © 2013 American Society of Civil Engineers.
• Corporate Authors:

  American Society of Civil Engineers

  1801 Alexander Bell Drive
  Reston, VA  United States  20191-4400
• Authors:
  • Hu, Yunlong
  • Liu, Guonan
  • Zhao, Youming
• Conference:
  • Fourth International Conference on Transportation Engineering
  • Location: Chengdu , China
  • Date: 2013-10-19 to 2013-10-20
• Publication Date: 2013-10

Language

• English

Media Info

• Media Type: Web
• Pagination: pp 168-174
• Monograph Title: ICTE 2013: Safety, Speediness, Intelligence, Low-Carbon, Innovation

Subject/Index Terms

• TRT Terms: Deformation; Finite element method; Mathematical models; Relieving platforms; Retaining walls; Sheet piling; Stresses
• Geographic Terms: Shenzhen (China)
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01505680
• Record Type: Publication
• ISBN: 9780784413159
• Files: TRIS, ASCE
• Created Date: Jan 27 2014 11:27AM