Observations Along the Pipeline Haul Road Between Livengood and the Yukon River.

Abstract

Periodic observations over a six-year period along the TAPS Road have been evaluated with respect to construction and slope stabilization techniques in ice-rich roadway cuts and embankment subgrades. Lateral drainage ditches of sufficient width to handle construction excavation equipment, along with near-vertical slope cuts with hand-cleared tops equal in width to one and one-half times the height of the cuts, significantly enhance natural processes of slope stabilization. Right-of-way clearing limited to the toe of embankment fill slopes minimizes subsidence of the roadway and its shoulder slopes. In extremely ice-rich soil cuts, the seeding of the slopes should not be attempted until late in the first thaw season for best results. Natural woody growth can be expected to have a substantial stabilizing effect after five or six thaw seasons but could be accomplished sooner by planting tree seedlings. Attempts to stabilize ice-rich cut slopes with applications of insulation are not very effective and seem to prolong the natural stabilization process. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Oct 01, 1976
Accession Number
ADA033380

Entities

People

  • North Smith
  • Richard L. Berg

Organizations

  • Cold Regions Research and Engineering Laboratory

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Civil Engineering
  • Cold Regions
  • Construction
  • Construction Equipment
  • Embankments
  • Engineering
  • Engineers
  • Excavation
  • Flood Control
  • Insulation
  • Materials
  • Observation
  • Pipelines
  • Regions
  • Security
  • Shoulder
  • Tensile Strength

Readers

  • Geotechnical Engineering.
  • Pavement Materials Engineering.

Technology Areas

  • Microelectronics