BENDING OF A BATTER PILE DUE TO GROUND SETTLEMENT

An analytical method of examining the flexural behaviour of a batter pile is proposed. Winkler subsoil is assumed and an electronic computer is used for calculation. To prove the applicability of the method both laboratory and field tests (described) were conducted. In the field tests the effect of asphalt coating was also studied. Apart from the author's method, the finite element method and Sato's method were also examined. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00380806
• Corporate Authors:

  Japanese Society of Soil Mech & Foundation Engrs

  Tokyo,   Japan 
• Authors:
  • Takahashi, K
• Publication Date: 1985-12

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 75-91
• Serial:
  • SOILS AND FOUNDATIONS
  • Volume: 25
  • Issue Number: 4
  • Publisher: JAPANESE GEOTECHNICAL SOCIETY
  • ISSN: 0038-0806

Subject/Index Terms

• TRT Terms: Asphalt; Batter piles; Bending; Coatings; Field tests; Finite element method; Flexure; Information processing; Laboratory tests; Settlement (Structures); Subsoil
• ITRD Terms: 4177: Clay; 5586: Deflection; 5912: Elasticity; 6490: Finite element method; 5452: Friction; 6226: In situ; 6237: Laboratory (not an organization); 3399: Pile; 5792: Settlement; 4156: Soil; 4542: Steel
• Subject Areas: Bridges and other structures; Geotechnology; Highways;

Filing Info

• Accession Number: 00466622
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD, TRIS
• Created Date: Mar 31 1988 12:00AM