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Abutment
A structure that supports the end of a dam
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Berm
A relatively narrow, horizontal bench built along an embankment
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Cutoff
An impermeable structure placed beneath the base of a dam to prevent or reduce seepage loss. The structure may be made of concrete, compacted clay or grout
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Dam Crest
The flat top of dam
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Flowing Ground
Soil that flows into a tunnel from the floor, roof, or walls of a tunnel driven by water seepage. The flow typically consists of cohesionless soil below the water table
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Freeboard
Vertical distance between the dam crest and the water surface of the reservoir
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Grout
A cement slurry of high water content used to seal fissures
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Grout Curtain
A grout barrier used in the vicinity of tunnels or dams where cracks of joints in the rocks are filled with a liquid cement that is pumped or poured into spaces to seal them
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Gunite
A misture of Portland cement, sand, and water applied by pneumatic pressure through a special hose onto maine timbers, tunnel supports and roadways to seal and fireproof them
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Invert
The floor or bottom of a closed conduit, such as a tunnel, aqueduct, or drain
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Lagging
Boards which are joined, side-by-side, lining an excavation
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Phreatic Line
Seepage line. The uppermost level at which flowing water emerges along a seepage face.
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Piping
Erosion by percolating water or seepage in a layer of subsoil resulting in caving and the formation of tunnels or pipes through which the soluble or granular material is removed
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Pressure-Relief Well
Wells drilled at the toe of the dam to reduce the uplift pressure and prevent piping
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Random Zones
Areas within the dam where excavation materails are placed. A random zone is placed where permeability and shear strength are not critical and where weight is important
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Raveling Ground
Rock or soil that drops out of the roof or walls of a tunnel over time
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Riprap
A loose assemblage of broken rocks used fro foundations or slope protection
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RQD
Rock Quality Designation. A measure of the intactness of rock core, relating the percentage of intact core to the total core run.
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Running Ground
Soil that runs into the tunnel after removal of roof and wall supports; typically dry cohesionless sand
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Shotcrete
Gunite that commonly includes coarse aggregate up to about 1 inch (2cm)
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Slaking
Disintegration of rock or soil when submerged in water. Outcrops of sound rock when subjected to a shrink swell cycle crumble into flakes or particles
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Spillway
A channel for reservoir overflow
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Squeezing Ground
Soil or rock that creeps into a tunnel and maintains a constant volume
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Swelling Ground
Rock or soil that increases in volume when excavated. Volume increase is usually caused by the presense of clay minerals with a high swelling capacity.
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