Chapter
Apr 26, 2012
High Capacity Drilled Cast-in-Place Piles
Publication: New Technological and Design Developments in Deep Foundations
Abstract
Soil and Materials Engineers, Inc. (SME) has utilized micro-piles on a number of projects in the Midwest. These foundation systems consist of drilling small diameter boreholes with a rotary-type drill rig or driving a casing with a small hammer. Mini-pile, micro-pile, or drilled-in pier, are other names for this type of piling system. Installing a structural steel member in the center of the excavated space, and grouting the borehole or casing completes the installation of the pile. The capacity of these piles varies, depending upon subsurface conditions, as well as the structural capacity of the pile. The size and yield strength of the structural steel member will determine the structural capacity. Two projects are presented where high capacity micro-piles were used because conventional driven piles would have been difficult, if not impossible to install.
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Copyright
© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Boring
- Cast in place
- Coasts, oceans, ports, and waterways engineering
- Concrete
- Construction engineering
- Construction management
- Construction methods
- Drilling
- Driven piles
- Engineering materials (by type)
- Foundations
- Geotechnical engineering
- Materials engineering
- Micro piles
- Ocean engineering
- Offshore platforms
- Offshore structures
- Pile foundations
- Piles
- Project management
- Steel structures
- Structural engineering
- Structures (by type)
Authors
Affiliations
Robert C. Rabeler
P.E.
Principal, Soil and Materials Engineers, Inc., Lansing, Michigan, USA
Timothy H. Bedenis
P.E.
Principal, Soil and Materials Engineers, Inc. Plymouth, Michigan, USA
Michael J. Thelen
P.E.
Project engineer, Soil and Materials Engineers, Inc. Lansing, Michigan, USA
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