Title

A Theory for Track Maintenance Life Prediction

Creator

Selig, Ernest T.

Chang, Ching S.

Alva-Hurtado, Jorge E.

Adegoke, Clement W.

Date

1981

Identifier

PB81248007

Abstract

The objective of this study is to develop a methodology for predicting cumulative permanent deformation of track structures under traffic loading as a basis for maintenance life determination. A computer model named GEOTRACK was developed that represents the nonlinear elastic deformation of the track system. On the basis of a comparison of the elastic predictions with this model and the dynamic measurements form FAST, the model was considered to provide a reasonable representation of the track response. Available information on the elastic and inelastic properties of ballast and sub-grade materials under cyclic load was reviewed as a basis for selecting the form of material constitutive relationships required for the track performance predictions. Static and cyclic triaxial tests were then carried out on granite ballast with equivalent stress states determined from the GEOTRACK model. The method of predicting permanent strain accumulation in the ballast layer under the track is then described and predictions using this approach are illustrated by comparing them to measured inelastic strains in the FAST track.

Date Issued

1981-06

Extent

165

Corporate Author

Department of Civil Engineering, State University of New York at Buffalo

Laboratory

Office of University Research

Report Number

DOT/RSPA/DPB-50/81/25

PB Number

PB81248007

Contract

DOT-05-70058

NTRL Accession Number

PB81248007

Distribution Conflict

No

Access Rights

This document is available to the U.S. public through the National Technical Information Service, Springfield, Virginia 22161

Photo Quality

Incomplete

Distribution Classification

1

DTIC Record Exists

No

Report Availability

Full text available by request

Provenance

S. Kumar

Type

report