ICE SCOUR MECHANISMS

Seabed soil deformation by grounded ice determine the forces required for scour to occur, and has important implications for pipelines. If large deformation extend deep into the ground, a pipeline might still be damaged even if it were buried below the maximum gouge depth. This paper describes an approach to the problem of determining how far below the ice the gouging deformations extend. It applies soil cutting theory and derives deformation modes from discontinuous velocity field theory developed in other areas of soil mechanics.

• Supplemental Notes:
  • POAC 89; Port and Ocean Engineering under Arctic Conditions, 12-16 June, Luleaa, Sweden. Proc v 1, Luleaa Univ Tech, Res Rpt TULEA 1989:08, v 1, p 123 [10 p, 6 ref, 6 fig]
• Authors:
  • Palmer, A
  • Konuk, I
• Publication Date: 1989

Language

• English

Subject/Index Terms

• TRT Terms: Scour; Soil mechanics; Soil structure interaction
• Old TRIS Terms: Ice gouging
• Subject Areas: Geotechnology; Marine Transportation;

Filing Info

• Accession Number: 00699144
• Record Type: Publication
• Source Agency: British Maritime Technology
• Files: TRIS
• Created Date: Aug 14 1995 12:00AM