Slurry cutoff walls create barriers to groundwater inflow or subsurface contaminates.
For traditional barrier walls, the trench is excavated through bentonite slurry or cement-bentonite (CB) slurry to prevent collapse during excavation. For CB walls, the CB hardens in the trench to form the wall. When bentonite slurry is used alone, the excavated soil is typically mixed with bentonite and then placed back into the trench to form a soil-bentonite wall. The finished wall creates a groundwater barrier with low permeability.
For structural diaphragm slurry walls, a clam-shell bucket is typically used to excavate individual panels that will create the wall, to design depth. During excavation, bentonite slurry is added to prevent caving. When design depth is reached, the slurry is displaced with concrete pumped through a tremie pipe to the bottom of the panel, and steel reinforcement is inserted. The finished walls can function as ground water cutoff and soil retention system during the excavation phase of the project, and then as permanent underground walls with load-carrying capabilities for the finished structure.
Non-traditional methods of slurry cutoff wall construction include the vibrating beam method. A vibratory hammer is used to drive special steel beams to design depth along the wall alignment. Cement-bentonite slurry is injected during penetration and removal of the beam. The penetrations are overlapped to construct a continuous barrier. The finished wall creates a thin groundwater barrier with low permeability.
Keller has decades of experience installing slurry walls across the globe. A specially developed mix combined with a strict quality control ensures consistency and a product installed and designed to withstand the test of time. Samples from the top and bottom of the trench are taken daily and a series of testing can be done including slump, specific gravity, bleed, shear strength and pH.