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Transportation Engineering

1987

Deflection

Articles 1 - 2 of 2

Full-Text Articles in Engineering

Modifications To Chevron N-Layer Computer Program, Herbert F. Southgate, Robert C. Deen, David Cain, Jesse G. Mayes Oct 1987

Modifications To Chevron N-Layer Computer Program, Herbert F. Southgate, Robert C. Deen, David Cain, Jesse G. Mayes

Kentucky Transportation Center Research Report

This report documents changes made to the Chevron N-layer computer program to:

  1. Include superposition principles.
  2. Calculate strain energy density (or work) at specified locations within the pavement structure.
  3. Analyze pavement response at specified radii from one circularly loaded area to permit comparison of analyses by the program as originally written with results incorporating superposition principles.
  4. Evaluate pavement response to any combination of loads on circular areas defined by XY coordinates on the surface. Loads and contact pressures are permitted to be different from one loaded area to another, but must be constant for any one loaded area.
  5. Simulate dynamic loads …


Evaluation Of Asphalt Additive -- Chemkrete, L. John Fleckenstein, David L. Allen, Gary W. Sharpe, Scott P. Hall, David Q. Hunsucker Oct 1987

Evaluation Of Asphalt Additive -- Chemkrete, L. John Fleckenstein, David L. Allen, Gary W. Sharpe, Scott P. Hall, David Q. Hunsucker

Kentucky Transportation Center Research Report

Construction, performance, and cost-effectiveness evaluations of an AC-10 treated with Chemkrete (CTI-101) and an untreated AC-20 are presented. Laboratory tests, and field tests which include marshall stability, density test, repeated load test, road-ratter deflection data, and visual observation are summarized.

Because of the apparent failure of Chemkrete to significantly enhance the performance of the pavement, and the additional cost for the use of Chemkrete, it would not be recommended for further use in the state of Kentucky.