Evaluation of Drilled and Grouted-in-Place Dowels for Load Transfer of Portland Cement Concrete, Tyndall Air Force Base, Florida.

Abstract

This study utilizes the results of measured strains under static loadings and measured deflections under nondestructive vibratory loadings of the portland cement concrete at three instrumented test locations to determine the adequacy of dowels installed by the drill-and-grout method in longitudinal joints as load transfer devices. Two test procedures are used to evaluate the instrumented joints, and then the test results are compared. The computed load transfer of these joints determined from the strain measurements were compared with the results of the same type of testing performed in the 1950's on drilled and grouted-in-place doweled joints and with a theoretical analysis of this type of joint construction. Nondestructive test results performed on joints of different construction from the instrumented joints are also presented for comparison purposes. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Aug 01, 1979
Accession Number
ADA075112

Entities

People

  • Robert W. Grau

Tags

Communities of Interest

  • Autonomy

DTIC Thesaurus Topics

  • Air Force
  • Air Force Facilities
  • Concrete
  • Construction
  • Dynamic Loads
  • Engineers
  • Epoxy Resins
  • Field Tests
  • Grout
  • Materials
  • Materials Laboratories
  • Measurement
  • Organic Materials
  • Portland Cement
  • Strain Gages
  • Test And Evaluation
  • United States

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  • Pavement Materials Engineering.