exam 1 Flashcards

1
Q

intrusive rock

A

igneous rock formed by slow cooling, large crystals (pink granite, diorite, gabbro)

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2
Q

extrusive rock

A

igneous rock formed by quick cooling, small crystals or glassy (basalt, obsidian, pumice)

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3
Q

clastic rock

A

sedimentary rock formed by pressure and cementation (sandstone, siltstone)

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4
Q

carbonate

A

sedimentary rock formed by the accumulation of organic materials, become indurated (limestone, dolomite, chalk)

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5
Q

foliated rock

A

layered metamorphic rock (mica schist, slate, gneiss)

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6
Q

non-foliated rock

A

not layered metamorphic rock (quartzite, marble)

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7
Q

rock-forming minerals

A

quartz, calcite, feldspar

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8
Q

igneous rock

A

cooling and solidification of magma

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9
Q

sedimentary rock

A

formed by the accumulation or deposition of mineral or organic particles

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10
Q

metamorphic rock

A

started out as some other type of rock, but have been substantially changed through heat and high pressure

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11
Q

mechanical weathering

A

rock is broken down into smaller pieces

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12
Q

chemical weathering

A

chemical reaction breaks down rocks

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13
Q

residual soil

A

develop from rocks directly beneath it

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14
Q

transported soil

A

soil that has been move from one location to another

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15
Q

glacial deposit

A

glacial till, moraines, drumlins, eskers, kames, kettles

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16
Q

glacial tills

A

soil left by glaciers, composed of a variety of particle sizes that has been compacted

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17
Q

alluvial deposits

A

soils carried and deposited by rivers

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18
Q

lacustrine deposits

A

soil remaining at location of former lakes

19
Q

aeolian deposit

A

soils carried by wind

20
Q

Vvoids

A

Vliquid+Vair

21
Q

moisture content (w)

A

=(Mw/Ms)100
=(Ww/Ws)
100

22
Q

degree of saturation (S)

A

=(Vw/Vv)100
=(w
Gs/e)100
=w/(γw/γd)-(1/Gs)
100

23
Q

unit weight (γ)

A

=W/V

24
Q

density (ρ)

A

=M/V

25
Q

dry unit weight (γd)

A

=Ws/V

26
Q

dry density (ρd)

A

=Ms/V

27
Q

unit weight of water (γw)

A

=Ww/V

28
Q

buoyant water weight (γb)

A

=γsat-γw

29
Q

specific gravity (Gs)

A

=γs/γw

30
Q

specific gravity of sand

A

2.67

31
Q

specific gravity of clay

A

2.65

32
Q

void ratio (e)

A

=Vv/Vs
=Gs*γw/γd-1

33
Q

porosity (n)

A

=(Vv/V)*100
=e/e+1

34
Q

Relative density (Dr)

A

=(emax-e)/(emax-emin)*100

35
Q

values that can be assumed

A

V,Vs,M,Ms

36
Q

γw

A

9.81 kN/m^3 or 62.4 lb/ft^3

37
Q

coefficient of uniformity (Cu)

A

=D60/D10

38
Q

coefficient of curvature (Cc)

A

=(D30)^2/D10*D60

39
Q

Kaolinite

A

white clay
very strong bonds
alternating silica and alumina sheets

40
Q

Montmorillonite

A

alumina sheets between silica sheets
weak bonding between layers

41
Q

Illite

A

contains potassium ions between silica sheets
strong bonds

42
Q

specific surface

A

=M/V

43
Q

relative compaction (Cr)

A

=γdf/γdmax