Stabilization Studies: Turkish Soils.

Abstract

The report summarizes the results of a study to determine the physico-chemical and strength properties of three Turkish soils and to determine methods of improving these properties. Lime and cement obtained locally were used as stabilization agents for soils no. 1 and no. 2; U.S. lime and Turkish cement were used with soil no. 3. Soil no. 1 (from Uskumro) was stabilized with lime, but no strength increase was obtained with the addition of cement. Soil no. 2 (from Umraniye) showed no reaction with lime, but demonstrated a considerable strength increase with the addition of cement. Soil no. 3 (from Incirlick) is reactive with both lime and cement and could be effectively stabilized by both. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1971
Accession Number
AD0729661

Entities

People

  • Raymond E. Aufmuth

Organizations

  • Construction Engineering Research Laboratory

Tags

Readers

  • Pavement Materials Engineering.