Chapter
Apr 26, 2012
Pile Foundation Improvement by Permeation Grouting
Publication: Grouting and Ground Treatment
Abstract
In this paper the use of permeation grouting for pile foundation improvement is discussed. To begin with, the main principles of the method are explained. After this, the set-up and results of a full scale test are outlined, discussing amongst others the effective stresses, pore water pressures and pile and soil displacements during the installation of tube-à-manchettes (TAMs) and during the actual grouting. The changes in the bearing capacity of wooden pile foundations as a result of the grouting are also discussed. Finally, the practical applicability and costs of permeation grouting for renovating a typical Amsterdam historic structure are discussed.
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Copyright
© 2003 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Construction engineering
- Construction methods
- Continuum mechanics
- Dynamics (solid mechanics)
- Effective stress
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Grouting
- Pile foundations
- Pile tests
- Piles
- Pressure (type)
- Soil dynamics
- Soil mechanics
- Soil pressure
- Soil tests
- Solid mechanics
- Stress (by type)
- Structural analysis
- Structural engineering
- Tests (by type)
- Water pressure
- Wood piles
Authors
Affiliations
Almer E. C. van der Stoel
Geotechnical Consultant CRUX Engineering, Asterweg 20e2, 1031HN Amsterdam, Netherlands, & Grouting Consultant at North South Metro Line Consultants
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.