Structural Design of Cemented Pavement Layers

by Eddie Otte, Assoc.; Van Wyk and Louw, Inc., Consulting Civ. Engrs., P.O. Box 905, Pretoria 0001, South Africa,
Phillip F. Savage, Prof.; Dept. of Civ. Engrg., Univ. of Pretoria, Pretoria, South Africa,
Carl L. Monismith, (F.ASCE), Prof. of Civ. Engrg.; Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.,

Serial Information: Transportation Engineering Journal of ASCE, 1982, Vol. 108, Issue 4, Pg. 428-446

Document Type: Journal Paper


A mechanistic structural design procedure for pavements containing cement- and lime-treated layers is outlined. The procedure includes provision for use of a range in traffic wheel loadings, fundamental material properties, and failure criteria, including fatigue. Layered elastic theory is utilized to calculate stresses and strains at critical positions in the pavement components, and these are compared with allowable values to minimize specific distress modes. Use of standard designs resulting from the more detailed analyses are discussed and explained. Reasonable agreement between predicted and actual response and behavior of several trial pavements are noted. Three design examples illustrating the procedure are included.

Subject Headings: Pavement design | Concrete pavements | Structural design | Vehicle loads | Material failures | Lime | Traffic management | Failure loads

Services: Buy this book/Buy this article


Return to search