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51 Cards in this Set
- Front
- Back
friable soil |
rocks or soil are easily broken into very small pieces or into powder |
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plastic soil |
get deformed without rupture/breaking under external force |
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plastic limit |
the moisture content at which a soil will just begin to crumble when rolled into a thread ⅛ in. |
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shrinkage limit |
is the water content where further loss of moisture will not result in any more volume reduction |
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liquid limit |
the moisture content at which soil begins to behave as a liquid material and begins to flow |
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loose soil |
allows roots to penetrate easily. ... It also allows roots to penetrate the soil easily to reach for moisture and nutrients and build a strong support system for the plant. Soil that is compacted or heavy with clay and silt particles often needs amending to loosen the soil and prepare it for planting. |
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gap graded soil |
a poorly graded soil that intermediate sizes are essentially absent from the gradation curve. |
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well graded soil |
a soil that contains particles of a wide range of sizes and has a good representation of all sizes from the No. 4 to No. 200 sieves |
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poor graded soil |
a soil that does not have a good representation of all sizes of particles from the No. 4 to No. 200 sieve |
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uniform graded soil |
soil grains are identical in size |
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Seven classes of soil by texture as used by the U.S. Department of Agriculture. |
GRAVEL, SAND, CLAY, LOAM, LOAM WITH SOME SAND, SILT-LOAM, and CLAY-LOAM |
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SOIL
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The top layer of the earth's surface, consisting of disintegrated rock and decayed organic matter suitable for the growth of plant life.
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TOPSOIL
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The fertile surface layer of soil, as distinct from the subsoil.
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SOIL CLASS
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A numerical classification of soil by texture, used by the U.S. Department of Agriculture: (1) gravel, (2) sand, (3) clay, (4) loam, (5) loam with some sand, (6) silt–loam, and (7) clay–loam.
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GRAVEL, SAND, CLAY, LOAM, LOAM WITH SOME SAND, SILT–LOAM, and CLAY–LOAM
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Seven classes of soil by texture as used by the U.S. Department of Agriculture.
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GRAVEL
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Small pebbles and stones, or a mixture of this with sand, formed either naturally or by crushing rock, especially such material that will pass a 76–millimeter (or 3–inch) sieve and be retained on a No. 4 or 4.8–millimeter sieve.
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CRUSHED GRAVEL
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Gravel having one or more fractured faces produced by mechanical crushing.
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CRUSHED STONE or CRUSHED ROCK
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Stone having well–defined edges produced by the mechanical crushing of rocks or boulders.
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PEA GRAVEL
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A small–diameter, natural gravel, usually 6.4 millimeters to 9.5 millimeters (or 1/4 inch to 3/8 inch) in size, screened to specification.
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PEBBLE
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A small, rounded stone, especially one worn smooth by the action of water.
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SAND
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A loose, granular material resulting from the disintegration of rocks, consisting of grains smaller than gravel but coarser than silt.
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SAND CLAY
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A well–graded, naturally occurring sand often used as a base or subbase material, having about 10% clay or just enough to make the mixture bind tightly when compacted.
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SILT
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Loose sedimentary material consisting of fine mineral particles between 0.002 millimeters and 0.05 millimeters in diameter.
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CLAY
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A natural, earthy material that is plastic when moist but hard when fired and is used for making brick, tile, and pottery, composed mainly of fine particles of hydrous aluminum silicates less than 0.002 millimeters in diameter.
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CLAY LOAM
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Soil containing 27% to 40% clay and 20% to 45% sand.
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LOAM
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A rich soil containing a relatively equal mixture of sand and silt and a smaller proportion of clay and organic matter.
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LOESS
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An unstratified, cohesive, loamy deposit deposited by wind.
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SHEARING STRENGTH, COMPRESSIBILITY, COHESION, EXPANSIVENESS, PERMEABILITY & MOISTURE CONTENT OF SOIL, ELEVATION OF WATER TABLE, AND ANTICIPATED & DIFFERENTIAL SETTLEMENT.
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Six technical data necessary for the design of a foundation system, derived during foundation investigation based observations and tests of materials disclosed by borings or excavations performed on foundation soil.
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ATTERBERG LIMITS
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The levels of water content defining the boundaries between the different states of consistency of a plastic or cohesive soil, as determined by standard tests.
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PLASTICITY INDEX
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The numerical difference between the liquid limit and the plastic limit of a soil.
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LIQUID LIMIT
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The water content, expressed as a percentage of dry weight, at which a soil passes from a plastic to a liquid state.
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PLASTIC LIMIT
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The water content, expressed as a percentage of dry weight, at which a soil loses its plasticity and begins to behave as a solid.
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PLASTIC SOIL
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A soil that can be rolled into threads 3.2 millimeters (or 1/8 inch) in diameter without crumbling.
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SHRINKAGE LIMIT
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The water content, expressed as a percentage of dry weight, at which a reduction in water content will not cause a further decrease in the volume of a soil mass.
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GRANULAR MATERIAL
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Any gravel, sand, or silt that exhibits no cohensiveness or plasticity.
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PERMEABILITY
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The property of a porous material that allows a gas or liquid to pass through its pore spaces.
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VOID RATIO
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The ratio of the volume of void spaces to the volume of solid particles in a soil mass.
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PERVIOUS SOIL
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Any permeable soil that allows the relatively free movement of water.
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IMPERVIOUS SOIL
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Any fine–grained soil, such as clay, having pores too small to permit water to pass except by slow capillary action.
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COMPACTION
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The consolidation of sediment by the weight of overlying deposits, or a similar compression of soil, aggregate, or cementitious material by rolling, tamping, or soaking.
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OPTIMUM MOISTURE CONTENT
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The water content of a soil at which maximum density can be attained through compaction.
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SHEARING STRENGTH or SHEARING RESISTANCE
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The property of a soil that enables its particles to resist displacement with respect to one another when an external force is applied, due largerly to the combined effects of cohesion and internal friction.
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Palustrine Wetland |
All nontidal wetlands dominated by trees, shrubs, persistent emergents, emergent mosses or lichens, and all such wetlands that occur in tidal areas where salinity due to ocean-derived salts is below 0.5 ‰. Wetlands within this category include inland marshes and swamps as well as bogs, fens, tundra and floodplains. |
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Lacustrine Wetland |
includes permanently flooded lakes and reservoirs (e.g., Lake Superior), intermittent lakes (e.g., playa lakes), and tidal lakes with ocean-derived salinities below 0.5 ‰ |
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Marine Wetland |
Coastal wetlands include sand or pebble shores, estuarine lakes and lagoons, coastal floodplainforest, dune swamps, mudflats, coastal lakes, coastal floodplains, mangrove and saltmarsh swamps.• Marine wetlands are saltwater wetlands exposed to waves, currents and tides in an oceanic setting. |
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Riverine Wetland |
includes all wetlands and deepwater habitats contained within a channel, with two exceptions: (1) wetlands dominated by trees, shrubs, persistent emergents, emergent mosses, or lichens, and (2) habitats with water containing ocean-derived salts in excess of 0.5 ‰. |
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Estaurine Wetlands |
tidal wetlands that are usually semi-enclosed by land but have open, partly obstructed or sporadic access to the open ocean, and in which ocean water is at least occasionally diluted by freshwater runoff from the land |
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Marsh |
Marshes are defined as wetlands frequently or continually inundated with water, characterized by emergent soft-stemmed vegetation adapted to saturated soil condition. All types receive most of their water from surface water, and many marshes are also fed by groundwater. |
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Swamp |
Swamps are characterized by saturated soils during the growing season and standing water during certain times of the year. The highly organic soils of swamps form a thick, black, nutrient-rich environment for the growth of water-tolerant trees |
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Bog |
characterized by spongy peat deposits, acidic waters and a floor covered by a thick carpet of sphagnum moss. Bogs receive all or most of their water from precipitation rather than from runoff, groundwater or streams. Alkaline |
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Fen |
peat-forming wetlands that receive nutrients from sources other than precipitation: usually from upslope sources through drainage from surrounding mineral soils and from groundwater movement. Acidic |