Investigation of the Seafloor Preconsolidating Foundation Concept.

Abstract

The report describes the performance of submerged model preconsolidating footings. The preconsolidation concept applied to seafloor footings can reduce the subsequent structure settlement by 80 to 95 percent, double the vertical load capacity, and it may double the lateral load capacity. Projected energy requirements of the pump system are compatible with the existing state-of-the-art. The concept will be useful for supporting sensitive and/or heavy structures on soft seafloor sediments. (Author)

Document Details

Document Type
Technical Report
Publication Date
May 01, 1973
Accession Number
AD0762406

Entities

People

  • D. A. Raecke
  • H. G. Hermann
  • P. J. Valent

Organizations

  • Naval Facilities Engineering Service Center

Tags

DTIC Thesaurus Topics

  • Seabed
  • Sediments

Fields of Study

  • Engineering

Readers

  • Geotechnical Engineering.
  • Software Engineering