Chapter
Apr 26, 2012
Laboratory Tests on Long-Term Strength of Cement Treated Soil
Authors: Masaki Kitazume, Dr.Eng., Takeshi Nakamura, Masaaki Terashi, Dr.Eng., and Kanta OhishiAuthor Affiliations
Publication: Grouting and Ground Treatment
Abstract
Many soil admixture stabilization methods have been developed and used for many on-land and marine constructions in the world, in which soft clayey or sandy soil is mixed with a chemical stabilizing agent such as cement or lime. Various studies have been conducted on subjects such as the physical and mechanical properties of treated soil and the interaction between treated soil and untreated soil. The authors started research projects on the long-term strength change of cement treated soil under several exposure conditions. In this study, the strength distribution within the treated soil exposed to fresh water, seawater, and untreated clay was measured to investigate the influence of the exposure conditions on the decrease in strength and the expansion of the deteriorated area within the soil. The calcium content distributions in the specimens were also measured on the treated soil to investigate the mechanism of strength reduction by comparing with the strength distribution.
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© 2003 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Engineering materials (by type)
- Environmental engineering
- Foundation construction
- Foundations
- Geomechanics
- Geotechnical engineering
- Materials engineering
- Pollution
- Sandy soils
- Soft soils
- Soil cement
- Soil dynamics
- Soil mechanics
- Soil mixing
- Soil pollution
- Soil properties
- Soil stabilization
- Soil strength
- Soil treatment
- Soils (by type)
Authors
Affiliations
Masaki Kitazume, Dr.Eng.
Head of Soil Stabilization Division, Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka, 239-0826 Japan
Takeshi Nakamura
Research Engineer of Soil Stabilization Division, Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka, 239-0826 Japan
Masaaki Terashi, Dr.Eng.
M.ASCE
Director, Nikken Sekkei Nakase Geotechnical Institute, 4-11-1 Minamikase, Saiwai-ku, Kawasaki, 212-0055 Japan
Kanta Ohishi
Research Engineer of Nikken Sekkei Nakase Geotechnical Institute, 4-11-1 Minamikase, Saiwai-ku, Kawasaki, 212-0055 Japan
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