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51 Cards in this Set

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friable soil

rocks or soil are easily broken into very small pieces or into powder

plastic soil

get deformed without rupture/breaking under external force

plastic limit

the moisture content at which a soil will just begin to crumble when rolled into a thread ⅛ in.

shrinkage limit

is the water content where further loss of moisture will not result in any more volume reduction

liquid limit

the moisture content at which soil begins to behave as a liquid material and begins to flow

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.

gap graded soil

a poorly graded soil that intermediate sizes are essentially absent from the gradation curve.

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

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

uniform graded soil

soil grains are identical in size

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

SOIL
The top layer of the earth's surface, consisting of disintegrated rock and decayed organic matter suitable for the growth of plant life.
TOPSOIL
The fertile surface layer of soil, as distinct from the subsoil.
SOIL CLASS
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.
GRAVEL, SAND, CLAY, LOAM, LOAM WITH SOME SAND, SILT–LOAM, and CLAY–LOAM
Seven classes of soil by texture as used by the U.S. Department of Agriculture.
GRAVEL
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.
CRUSHED GRAVEL
Gravel having one or more fractured faces produced by mechanical crushing.
CRUSHED STONE or CRUSHED ROCK
Stone having well–defined edges produced by the mechanical crushing of rocks or boulders.
PEA GRAVEL
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.
PEBBLE
A small, rounded stone, especially one worn smooth by the action of water.
SAND
A loose, granular material resulting from the disintegration of rocks, consisting of grains smaller than gravel but coarser than silt.
SAND CLAY
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.
SILT
Loose sedimentary material consisting of fine mineral particles between 0.002 millimeters and 0.05 millimeters in diameter.
CLAY
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.
CLAY LOAM
Soil containing 27% to 40% clay and 20% to 45% sand.
LOAM
A rich soil containing a relatively equal mixture of sand and silt and a smaller proportion of clay and organic matter.
LOESS
An unstratified, cohesive, loamy deposit deposited by wind.
SHEARING STRENGTH, COMPRESSIBILITY, COHESION, EXPANSIVENESS, PERMEABILITY & MOISTURE CONTENT OF SOIL, ELEVATION OF WATER TABLE, AND ANTICIPATED & DIFFERENTIAL SETTLEMENT.
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.
ATTERBERG LIMITS
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.
PLASTICITY INDEX
The numerical difference between the liquid limit and the plastic limit of a soil.
LIQUID LIMIT
The water content, expressed as a percentage of dry weight, at which a soil passes from a plastic to a liquid state.
PLASTIC LIMIT
The water content, expressed as a percentage of dry weight, at which a soil loses its plasticity and begins to behave as a solid.
PLASTIC SOIL
A soil that can be rolled into threads 3.2 millimeters (or 1/8 inch) in diameter without crumbling.
SHRINKAGE LIMIT
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.
GRANULAR MATERIAL
Any gravel, sand, or silt that exhibits no cohensiveness or plasticity.
PERMEABILITY
The property of a porous material that allows a gas or liquid to pass through its pore spaces.
VOID RATIO
The ratio of the volume of void spaces to the volume of solid particles in a soil mass.
PERVIOUS SOIL
Any permeable soil that allows the relatively free movement of water.
IMPERVIOUS SOIL
Any fine–grained soil, such as clay, having pores too small to permit water to pass except by slow capillary action.
COMPACTION
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.
OPTIMUM MOISTURE CONTENT
The water content of a soil at which maximum density can be attained through compaction.
SHEARING STRENGTH or SHEARING RESISTANCE
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.

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.

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 ‰

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.

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 ‰.

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

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.

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

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

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