Bomb Crater Repair Techniques for Permanent Airfields. Report 2. Series 2 and 3 Tests.

Abstract

This study is a continuation of Report 1 of this series that described Series 1 tests which were performed using different field methods of repair and restoration of bomb craters. Results from Series 1 tests showed problem areas that needed correction when the crater repairs were trafficked with full-scale loading. Two series, Series 2 and 3, of tests were run to determine if (a) the loose stone problem at the surface could be eliminated from the well-graded crushed limestone, (b) materials could be used that would neither be affected by the weather nor require any compaction equipment, (c) a crushed aggregate that engineering troops in Germany were trying to use could be stabilized under traffic, (d) a way could be found to place grout with a minimum of equipment (e) it was possible to cut down on portland cement concrete curing time, and (f) an unconventional pavement repair could be used. Testing consisted of accelerated traffic using either single- and/or multiple-wheel gear assemblies. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Oct 01, 1985
Accession Number
ADA164394

Entities

People

  • George M. Hammitt Ii
  • Samuel J. Alford

Tags

Communities of Interest

  • Air Platforms
  • Counter IED
  • Human Systems
  • Weapons Technologies

DTIC Thesaurus Topics

  • Calcium Compounds
  • Concrete
  • Construction
  • Determinants (Mathematics)
  • Engineering
  • Engineers
  • Foreign Object Damage
  • Landing Fields
  • Materials
  • Materials Laboratories
  • Measurement
  • Pavements
  • Portland Cement
  • Self Propelled
  • Surface Finishing
  • Surface Properties
  • Test Methods

Readers

  • Pavement Materials Engineering.
  • Systems Analysis and Design