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  2. Slurry wall - Wikipedia

    en.wikipedia.org/wiki/Slurry_wall

    The guide walls are constructed near the ground surface to outline the desired slurry trench, and to guide the excavation machinery. Excavation is done using a special clamshell-shaped digger or a hydromill trench cutter, suspended from a crane. The excavator digs down to design depth (or bedrock) for the first wall segment. The excavator is ...

  3. Bentonite - Wikipedia

    en.wikipedia.org/wiki/Bentonite

    Bentonite slurry walls (also known as diaphragm walls [43]) are used in construction, where the slurry wall is a trench filled with a thick colloidal mixture of bentonite and water. [44] A trench that would collapse due to the hydraulic pressure in the surrounding soil does not collapse as the slurry balances the hydraulic pressure.

  4. Hydromill trench cutter - Wikipedia

    en.wikipedia.org/wiki/Hydromill_trench_cutter

    The hydromill trench cutter is a specialized type of construction equipment designed to dig the narrow but deep trenches used in the casting of slurry walls. Typically, it is a cutter attachment mounted on a crawler crane base machine, with different types of hose handling systems. The machine excavates by cutting the soil using two cutting ...

  5. Deep foundation - Wikipedia

    en.wikipedia.org/wiki/Deep_foundation

    A slurry wall is a barrier built under ground using a mix of bentonite and water to prevent the flow of groundwater. A trench that would collapse due to the hydraulic pressure in the surrounding soil does not collapse as the slurry balances the hydraulic pressure.

  6. Tieback (geotechnical) - Wikipedia

    en.wikipedia.org/wiki/Tieback_(geotechnical)

    Tiebacks to reinforce a slurry wall at Ground Zero, New York. A tieback is a structural element installed in soil or rock to transfer applied tensile load into the ground. . Typically in the form of a horizontal wire or rod, or a helical anchor, a tieback is commonly used along with other retaining systems (e.g. soldier piles, sheet piles, secant and tangent walls) to provide additional ...

  7. Tunnel construction - Wikipedia

    en.wikipedia.org/wiki/Tunnel_construction

    The trench is then carefully back-filled and the surface is reinstated. Top-down method: Side support walls and capping beams are constructed from ground level by such methods as slurry walling or contiguous bored piling. Then a shallow excavation allows making the tunnel roof of precast beams or in situ concrete.

  8. Permeable reactive barrier - Wikipedia

    en.wikipedia.org/wiki/Permeable_reactive_barrier

    Permeable reactive barrier. A permeable reactive barrier (PRB), also referred to as a permeable reactive treatment zone (PRTZ), is a developing technology that has been recognized as being a cost-effective technology for in situ (at the site) groundwater remediation. PRBs are barriers which allow some—but not all—materials to pass through.

  9. Minoru Yamasaki - Wikipedia

    en.wikipedia.org/wiki/Minoru_Yamasaki

    Digging a large trench to the bedrock risked flooding from nearby New York Harbor. The solution employed by Yamasaki and his team of engineers was to use a slurry wall; digging very narrow trenches about 3 feet (0.91 m) wide and then filling these with a slurry (a mixture of clay and water) that was dense enough to keep the surrounding water ...