On the Theory of Ground Anchors

Abstract

The findings of a literature review of anchor design are presented to give a synopsis of the numerous theoretical and empirical techniques available for predicting anchor capacity. The review revealed that anchor capacity is related to anchor configuration, soil characteristics and depth of anchor embedment and that the mode of soil failure as a result of anchor loading is dependent upon soil type and state as well as on the ratio of the depth of anchor embedment to anchor diameter. As a result it was found that no single equation can be used to predict anchor capacity under all soil conditions or anchor embedment depths.

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1975
Accession Number
ADA006582

Entities

People

  • Austin Kovacs
  • Bruce Mckelvy
  • Herman Colligan
  • Scott Blouin

Organizations

  • Cold Regions Research and Engineering Laboratory

Tags

Communities of Interest

  • Advanced Electronics
  • Air Platforms
  • Energy and Power Technologies
  • Weapons Technologies

DTIC Thesaurus Topics

  • Anchors (Structural)
  • Civil Engineering
  • Cold Regions
  • Construction
  • Engineering
  • Engineers
  • Excavation
  • Fungi
  • Groundwater
  • Internal Friction
  • Materials
  • Mechanics
  • Modulus Of Elasticity
  • New York
  • Retaining Walls
  • Soil Mechanics
  • Test And Evaluation

Readers

  • Mechanical Engineering/Mechanics of Materials.
  • Oceanography.