Chapter
Apr 26, 2012

Features and Results of a Jet-Grouting Trial Field in Very Soft Peaty Soils

Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems

Abstract

The paper deals with the main features and the results of a field trial related to a jet grouting treatment in very soft peaty soil; for this soil the technical literature offers few reference examples in terms of operative parameters and treatment effectiveness: actual average diameter, compressive strength and deformability parameters of the treated soil. The trial field was instrumented to monitor the induced vertical and horizontal displacement, the excess pore pressure values and the dissipation velocities. The actual column diameters were evaluated by means of direct measurements of the top of the columns and by means of a cross holes technique. The test was carried out by Rodio S.p.A., one of the largest foundation contractor in Italy.

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Go to GeoSupport 2004
GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Pages: 887 - 901

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Published online: Apr 26, 2012

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Tiziano Collotta
Chief of Geotechnical Office, SPEA Ingegneria Europea SpA, via Vida No. 11,20127, Milan, Italy
Andrea Frediani
Technical Management Department, Autostrade SpA, via A.Bergamini, No. 50, 00154, Rome, Italy
Vittorio Manassero
Engineering Department Manager, RODIO S.p.A., via XXV Aprile 2, 20097 San Donate Milanese, Milan, Italy

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