Chapter
Apr 26, 2012
Embankment over Soft Soil Improved with Chemico Pile — A Numerical Study
Authors: M. S. Hossain [email protected], M. A. Haque, and K. N. RaoAuthor Affiliations
Publication: Advances in Earth Structures: Research to Practice
Abstract
The stabilization of soft clay is one of the most important construction techniques in geotechnical engineering. Chemical admixture (lime and cement as chemical admixture) stabilization has been extensively used in both shallow and deep stabilization in order to improve inherent properties of soil, such as strength and deformation behavior. These methods involve: (1) mixing soil with chemical, and (2) forming columns lime in the soil without mixing. The second method is "Chemical-lime pile" or "Chemico-Pile" and widely used in Japan, and Singapore. This method is a fast, effective and well-recognized technique for ground improvement in soft clay deposit. A test embankment site in Bangkok, Thailand, improved with chemico-pile was selected for numerical modeling. The Finite Element Program PLAXIS was utilized to model the chemico-pile supported embankment. This paper presents the results from numerical modeling, and compares them with field settlement data, for both improved and natural ground.
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© 2006 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Chemical properties
- Chemistry
- Engineering fundamentals
- Environmental engineering
- Foundation construction
- Foundations
- Geomechanics
- Geotechnical engineering
- Methodology (by type)
- Models (by type)
- Numerical analysis
- Numerical methods
- Numerical models
- Pile foundations
- Piles
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil mixing
- Soil stabilization
- Soils (by type)
Authors
Affiliations
Department of Civil and Environmental Engineering, Box 19308, The University of Texas at Arlington, Arlington, TX 76019. E-mail: [email protected]
M. A. Haque
Graduate student, Department of Civil and Environmental Engineering, Box 19308, The University of Texas at Arlington, Arlington, TX 76019
K. N. Rao
Graduate student, Department of Civil and Environmental Engineering, Box 19308, The University of Texas at Arlington, Arlington, TX 76019
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