Strength increase characteristics of cement-stabilized unusual soils cured under overburden pressure

• Kawahara Yoko

  Yamaguchi University

• Fujimoto Tetsuo

  Construction Project Consultants Inc.

• Suzuki Motoyuki

  Yamaguchi University

• Yamamoto Tetsuro

  Yamaguchi University

• Okabayasi Shigeo

  Ube-Mitubishi Cement Reseach Institute Co.

Bibliographic Information

Other Title

• セメント安定処理した特殊土の圧密養生効果

Abstract

Unconfined compression tests were performed on cement-stabilized unusual soils cured under several overburden pressures. The test results showed that the unconfined compression strength of the soils linearly increases with the increase in overburden pressure, because of an increase in density of specimen due to initial consolidation. In the case of the loam, the rate of strength increase by overburden pressure is not changed by of the cement content, but by type of the cement stabilizer. The strength increase characteristics of other usual soils are different from that of the loam.

Journal

• Proceedings of the Japan National Conference on Geotechnical Engineering

  Proceedings of the Japan National Conference on Geotechnical Engineering JGS38 (0), 769-770, 2003

  The Japanese Geotechnical Society

Keywords

• Soil stabilization
• Unusual soil
• Unconfined compression strengt

Details

• CRID: 1390282680574739712
• NII Article ID: 130004621581
• DOI: 10.11512/jiban.jgs38.0.769.0
• Data Source:
  • JaLC
  • CiNii Articles
• Abstract License Flag: Disallowed