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DSI – Ductile Iron Micropiles
DSI – Ductile Iron Micropiles International Society for Micropiles London, May 2009 Florian Stützel, DSI-TS
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Introduction Driven tube Ductile cast iron
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Production Centrifugal casting
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Transformation grey ductile cast iron
Production Heat treatment Transformation grey ductile cast iron
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Drive & grout = skin friction Dry driven = end bearing
Installation Drive & grout = skin friction Dry driven = end bearing Pile head Soft soil Medium dense gravel Dense sand Loose Rock Pile shoe Pile tube Coupler concrete
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Installation - Endbearing piles
Installation - Endbearing piles Usually non-grouted Driven until a certain set-criteria is fulfilled (e.g. progress < 20 mm / minute) If grouted piles are driven to that set, then the pile is basically an endbearing pile with additional load bearing capacity from skin friction
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Installation - Endbearing piles
Installation - Endbearing piles Foot for end bearing piles
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Installation - Endbearing piles
Installation - Endbearing piles
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Installation Friction piles
Installation Friction piles Simultaneously driven & grouted Driven into a layer of “good” soil Steady control and monitoring of driving progress required
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Friction piles
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Installation - Friction piles
Installation - Friction piles
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Skin friction piles can be stopped before full set
Load capacity End bearing piles are driven to set e.g. progress less than 20mm / minute Skin friction piles can be stopped before full set
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Load capacity - Friction piles
Load capacity - Friction piles 1st information: soil-expertise
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Load capacity - Friction piles
Load capacity - Friction piles 2nd information: penetration test with DPH
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Load capacity - Friction piles
Load capacity - Friction piles 3rd information: Actual driving record
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Load capacity - Friction piles
Load capacity - Friction piles Comparison
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Load capacity - Friction piles
Load capacity - Friction piles Driving stopped after 6 m protrusion in a layer, where the driving time exceeded 30secs / 1m 6m x 0.63m²/m x 150 kN/m² = 570 kN
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Load capacity - Friction piles
Load capacity - Friction piles Pile test
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Load capacity - Friction piles
Load capacity - Friction piles Pile test load / time Vertical displacement [mm] load / displacement - curve Load [kN]
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Agenda Introduction Production Installation Load capacity Summary
Agenda Introduction Production Installation Load capacity Summary Video
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Installation by excavator Suitable for restricted area
Summary Installation by excavator Suitable for restricted area No break down of pile head Installation into difficult ground condition No wastage of pile section Easy & fast
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DSI – Ductile Iron Micropiles
DSI – Ductile Iron Micropiles International Society for Micropiles London, May 2009 Florian Stützel, DSI-TS
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