問題一覧
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parent material of soil
Rock
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sediments hardened
Sedimentary Rock
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category of soil when it reaches and deposited in sea water
Marine Clay
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soil passing a No.200(75-μm)sieve that is nonplastic or very slightly plastic and that exhibits little or no strength when airdry.
Silt
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passes a No. 4 (4.75-mm) sieve and is retained on a No. 10 (2.00-mm) sieve.
Coarse Sand
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when a river is formed by the glaciers melting
Glaciofuvial Soil
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Gain of heat
Expand
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it can have cementation or silt particle
Loess
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is the subdiscipline of civil engineering that involves natural materials found close to the surface of the earth.
Geotechnical Engineering
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Soil categories:
Transported Soil, Residual Soil
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rainwater trap in a basin between two mountains
Lake Deposits
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a clay with sufficient organic content to influence the soil properties.
Organic Clay
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particles of rock that will pass a No. 4 (4.75-mm) sieve and be retained on a No. 200 (75-μm) sieve with the following subdivisions:
Sand
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a soil comprised primarily of vegetable tissuein various stages of decomposition,usually with an organic odor, a dark brown to black color, aspongy consistency, and a texture ranging from fibrous to amorphous.
Peat
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is defined as the uncemented aggregate of mineral grains and decayed organic matter (solid particles) with liquid and gas in the empty spaces between the solid particles.
Soil
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category of lake Deposits
Lacustrine Soil
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combined effect of heat, pressure and plastic flow
Metamorphism
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passes a No. 40 (425-μm) sieve and is retained on a No. 200 (75-μm) sieve.
Fine Sand
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loss of heat
Contract
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ASTM stands for
American Society For Testing And Materials
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Transported to another location
Transported Soil
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particles of rock that will pass a 3-in. (75-mm) sieve and be retained on a No. 4 (4.75-mm) sieve with the following subdivisions:
Gravel
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passes a 3⁄4-in. (19-mm) sieve and is retained on a No. 4 (4.75-mm) sieve.
Fine Gravel
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soil passing a No.200(75-μm) sieve that can be made to exhibit plasticity (putty-like propeties) within arange of water content sand that exhibits considerable strength when airdry.
Clay
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particles of rock that will pass a 12-in. (300-mm) square opening and be retained on a 3-in. (75-mm) sieve,
Cobbles
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exhibit plasticity
Clay
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category of glacial Till
Glacial Soil
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AASHTO stands for
American Association Of State Highway And Transportation Officials
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category of gravity Transported
Colluvial Soil
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new minerals will be formed
Chemical Weathering
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transported by glaciers
Glacial Till
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by rolling it down a slope
Gravity Transported
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prominent to shore
Dune
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small particles
Wind Transported
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passes a No. 10 (2.00-mm) sieve and is retained on a No. 40 (425- μm) sieve.
Medium Sand
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category of river Deposits
Alluvial Soil
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a very fine soil, 75 micrometers in diameter
Clay
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glaciofuvial Soil also called:
Stratified Drift
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passes a 3-in. (75-mm) sieve and is retained on a 3⁄4-in. (19-mm) sieve.
Coarse Gravel
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a silt with sufficient organic content to influence the soil properties.
Organic Silt
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is the branch of science that deals with the study of the physical properties of soil and the behavior of soil masses subjected to various types of forces.
Soil Mechanics
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involves chemical process
Chemical Weathering
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especially during flood or sorted according to size
River Deposits
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formed by metamorphism
Metamorphic Rock
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degradation of rocks
Erosion
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no change in the composition of rocks
Mechanical Weathering
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It includes the application of the principles of soil mechanics and rock mechanics to the design of foundations, retaining structures, and earth structures.
Geotechnical Engineering
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breaking down of rocks
Weathering
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particles of rock that will not pass a 12-in. (300-mm) square opening
Boulders
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is the application of the principles of soil mechanics to practical problems.
Soil Engineering
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remains on the same/original location
Residual Soil
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involves mechanical process
Mechanical Weathering
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example of Wind-Transported
Dune, Loess
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category of Wind-Transported
Aeolian Soil
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cooling of magma
Igneous Rock
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may be defined as the unconsolidated sediments and deposits of solid particles that have resulted from the disintegration of rock
Soil
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soil deposits
Transportation
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can be defined as a natural aggregate of minerals that are connected by strong bonding or attractive forces; for this reason, _______ is often considered a consolidated material.
Rock
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non plastic
Silt