Drilled Shaft Construction with Blasting
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
Construction of a transmission line for a new power plant presented the opportunity to utilize a relatively new construction technique involving blasting for drilled shafts. Drilled shafts are often used as foundations for transmission line pole foundations, where they are commonly constructed by auger and rock coring techniques. However, rock coring, especially for large diameter shafts in hard metamorphic and igneous rock, is slow and expensive. This paper describes how a contractor utilized blasting techniques to assist the construction of drilled shafts for transmission line pole foundations. Controlled blasting techniques generally improved the production rate of drilled shaft excavation in hard schist and quartzite rock, without adverse impacts. However, the resulting rock sockets tended to be irregular in shape and a few had significant amounts of overbreak. Recommendations are provided for improved controlled blasting techniques for drilled shafts.
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Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Blasting effects
- Construction engineering
- Construction methods
- Continuum mechanics
- Drilled pier foundations
- Drilled shafts
- Dynamics (solid mechanics)
- Energy infrastructure
- Engineering mechanics
- Foundations
- Geology
- Geotechnical engineering
- Infrastructure
- Lifeline systems
- Power plants
- Power transmission lines
- Power transmission poles
- Rocks
- Shafts
- Solid mechanics
- Structural dynamics
- Tunnels
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