exam 1 Flashcards

(43 cards)

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

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)

24
Q

density (ρ)

25
dry unit weight (γd)
=Ws/V
26
dry density (ρd)
=Ms/V
27
unit weight of water (γw)
=Ww/V
28
buoyant water weight (γb)
=γsat-γw
29
specific gravity (Gs)
=γs/γw
30
specific gravity of sand
2.67
31
specific gravity of clay
2.65
32
void ratio (e)
=Vv/Vs =Gs*γw/γd-1
33
porosity (n)
=(Vv/V)*100 =e/e+1
34
Relative density (Dr)
=(emax-e)/(emax-emin)*100
35
values that can be assumed
V,Vs,M,Ms
36
γw
9.81 kN/m^3 or 62.4 lb/ft^3
37
coefficient of uniformity (Cu)
=D60/D10
38
coefficient of curvature (Cc)
=(D30)^2/D10*D60
39
Kaolinite
white clay very strong bonds alternating silica and alumina sheets
40
Montmorillonite
alumina sheets between silica sheets weak bonding between layers
41
Illite
contains potassium ions between silica sheets strong bonds
42
specific surface
=M/V
43
relative compaction (Cr)
=γdf/γdmax