SOIL STABILIZATION BY MULTIVALENT CATIONS
Stabilization of soft clay soils is one of the most important and difficult problems in soil engineering, so that many methods have been recently developed in Japan. In this paper, a new stabilization method of soft clay soils using multivalent cations is introduced. Trivalent cations, e.g. Fe3+ and A13+ are selected, and their reactions with clay particles are investigated. The principle is a hardening of clay particles due to the cation exchange effect and the physical adsorption of oxides. Regarding engineering properties of the treated samples, the shearing strength sharply increased and low compressibility was obtained. The beneficial effects of this treatment are clarified not only for engineering properties but also for microscopic mechanisms (ionization process and aggregating phenomenon). The improved properties of soft clays are sufficient to be applicable to real construction projects. (TRRL)
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Supplemental Notes:
- Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Volume 3, Stockholm.
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Corporate Authors:
AA Balkema
P.O. Box 1675
Rotterdam, Netherlands BR-3000 -
Authors:
- Matsuo, S
- Kamon, M
- Conference:
- Publication Date: 1981
Media Info
- Features: Figures; Photos; References;
- Pagination: p. 735-738
Subject/Index Terms
- TRT Terms: Cation exchange; Cations; Clay; Compressibility; Conferences; Oxides; Properties of materials; Shear strength; Soft clays; Soft soils; Soil stabilization; Stability analysis
- Geographic Terms: Japan
- ITRD Terms: 7124: Cation; 4177: Clay; 5905: Compressibility; 8525: Conference; 8053: Japan; 3689: Soil stabilization
- Subject Areas: Geotechnology; Highways; Materials;
Filing Info
- Accession Number: 00370153
- Record Type: Publication
- Source Agency: Swedish National Road and Transport Research Institute (VTI)
- Files: ITRD, TRIS
- Created Date: Mar 31 1983 12:00AM