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EurOCEAN 2000 - Vlaams Instituut voor de Zee

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Solution<br />

One solution to this problem would be to have stronger soils below the pile tip. Onshore, jet<br />

grouting is a proven soil improvement technique that is used to mitigate difficult foundation<br />

conditions. The main objective of this project is to investigate the potential of using this<br />

process to create a strong durable bulb of soil-cement below the pile tip, increasing end bearing<br />

and allowing a reduction in pile length.<br />

The first step to <strong>de</strong>velop this technology is to prove that it is possible to create a soil-cement<br />

bulb below the pile tip and importantly, to measure the increase in pile capacity. Grouting trials<br />

and load tests are being carried out on 457 mm (18 inch) diameter steel piles at a site in<br />

northern France. This paper discusses the jet grouting technique and field testing, and gives<br />

preliminary indications of five capacity increase.<br />

Test Site<br />

The field test site is located at Dunkirk on the northern coast of France on land ma<strong>de</strong> available<br />

thanks to the PORT AUTONOME DU DUNKERQUE authority. The area has been used for<br />

other pile load research in the past by the CLAROM group (Brucy et al., 1991) and previous<br />

tests by Imperial College (Chow, 1997).<br />

JET GROUTING<br />

Jet Grouting Method<br />

Jet grouting is a ground improvement technique used to create an in-situ mass of grouted soil.<br />

The drillstring is advanced to the bottom of the grouting zone by rotary drilling. When the<br />

target <strong>de</strong>pth is reached, a high pressure jet of cement grout is ejected horizontally from the<br />

drillstring. The jet cuts through the in-situ material, leaving behind a mixture of grout and soil.<br />

The drillstring is rotated and slowly lifted to form a soil-cement column. As the grout sets up,<br />

the material cures into a solid mass.<br />

Double-fluid (grout and air) jet grouting was used. This system uses a concentric double tube<br />

drillstring carrying separate streams of high pressure grout and compressed air to the grouting<br />

head. At the ejection nozzle the horizontal grout jet is protected by a compressed air shroud to<br />

increase cutting energy, providing large column diameters.<br />

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