METHOD FOR THE CALCULATION OF THE STABILITY OF PILES IN THE COURSE OF HAMMERING INTO MULTI-LAYER SOIL FOUNDATION

Supposing the hammering load action on the top of piles is periodical, the hammering process is simplified as a parameter stimulating vibration problem. Thus it can be concluded as solving the steadiness limits of Mathieu Equation. For multi-layer hard clay, sand, soft clay and mixture of sand and clay, the critical steadiness length of pile is calculated. A group of apparent expression equations for the steadiness calculation is also presented.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10009779
• Corporate Authors:

  CHANGSHA COMMUNICATIONS UNIVERSITY

  TUJIACHONG
  CHANGSHA, HUNAN  China  410076

  CHANGSHA UNIVERSITY

  TUJIACHONG
  CHANGSHA, HUNAN  China  410076
• Authors:
  • JINGQING, CHEN
• Publication Date: 1997-3-1

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 74-80
• Serial:
  • JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY
  • Volume: 13
  • Issue Number: 1
  • Publisher: CHANGSHA COMMUNICATIONS UNIVERSITY
  • ISSN: 1000-9779

Subject/Index Terms

• TRT Terms: Calculation; Length; Pavement layers; Pile driving; Soils; Stability (Mechanics); Support piles; Vibration
• ITRD Terms: 6464: Calculation; 3641: Driving (pile); 6488: Length; 2931: Multicourse; 3399: Pile; 4156: Soil; 5930: Stability; 5558: Vibration
• Subject Areas: Construction; Geotechnology; Highways; Pavements;

Filing Info

• Accession Number: 00747242
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Apr 28 1998 12:00AM