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DEEP SLURRY WALLS - HYDROMILL TRENCH CUTTER

DEEP SLURRY WALLS - HYDROMILL TRENCH CUTTER

DEEP SLURRY WALLS

The use of trench cutters overcome the limits the traditional method (removing soil by means of traditional buckets) presents. These limitations are clearly shown in case of rocky or highly consolidated composite soils, or in case of deep diaphragm walls, when verticality misalignment may comprise the work (i.e., waterproofness).

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In fact, hydromill trench cutters, breaks down the soil through rotating cutter heads, mix it with bentonite slurries and, by means centrifugal pumps, convey the same into a separation plant where solids are separated from fluids. Once separated, the bentonite slurry is reintroduced in the excavation, giving continuity to the excavation process.

The considerable weight of the trench cutter, from 30 to 50 tons, and its remarkable dimensions, more than 15 metres of length, together with a control system that allows to modify in real time the cutter position, allow the execution of panels with minor verticality errors, also at great depths. This equipment is therefore employed in all those works where accuracy plays an essential role for a successful outcome.

Working sheets

14540
All / Danimarca / Italy / France / Principality of Monaco / Denmark

The Cityringen Metro Project – Copenhagen

9961 – Naples Metro – Line 6 (Italy)

1211 – Turin – Intesa San Paolo S.p.A. bank (Italy)

1380 – Tolosa Metro (France)

1400 – Lot 1 Line 16 – Paris (France)

1383 – T2B line 15 South – Parigi (France)

1385 – Montecarlo Ville Ouest (Principality of Monaco)

1343 – Darse Nord – Monaco (Principality of Monaco)

1341 – “Villa L’Engelin” – Monaco (Principality of Monaco)

1295 – The Cityringen Metro Project – Copenhagen (Denmark)

1319 – Porte de Clichy – Paris (France)

This post is also available in: French Italian

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