(MODULE 9.2) ENGINEERING BEHAVIOR AND PROPERTIES OF SOIL AND ROCKS Flashcards

1
Q

soils are derived from the ___

A

weathering of rocks

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2
Q

soils are broadly described by terms such as ___, ___, ___, and ___

A

gravels, sands, silts, and clays

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3
Q

physical weathering causes ___ of the parent rock without ___

A

reduction in size; change in its composition

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4
Q

chemical weathering causes ___ and ___.

A

reduction in size of the parent rock and change in chemical composition

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5
Q

gravels, sands, silts, and clays are used to identify specific textures in soils. these soil textures are referred to as ___

A

soil types

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6
Q

sands and gravels are grouped together as ___

A

coarse-grained soils

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7
Q

clays and silts are ___

A

fine-grained soils

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8
Q

coarse-grained soils feel ___

A

gritty and hard

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9
Q

the coarseness of soils is determined from knowing the ___, which is the primary means of classifying coarse-grained soils

A

distribution of particle sizes

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10
Q

fine-grained soils feel ___

A

smooth

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11
Q

to characterize fine-grained soils, we need ___

A

further information on the minerals present and their contents

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12
Q

fine-grained soils have a ___ arrangement

A

flaky

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13
Q

soil minerals

the principal mineral of coarse-grained soils

A

quartz

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14
Q

the mineral particles of fine-grained soils are ___

A

platy

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15
Q

the main groups of crystalline materials that make up fine-grained soils are the minerals ___, ___, and ___

A

kaolinite, illite, and montmorillonite

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16
Q

minerals are ___ and make up the solid’s ___

A

crystalline materials; constituent of a soil

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17
Q

during deposition, the mineral particles are arranged into structural frameworks that we call ___

A

soil fabric

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18
Q

the environment under which deposition occurs influences the ___

A

structural framework that is formed

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19
Q

in particular, the ___ has the greatest influence on the kind of soil fabric formed during deposition of fine-grained soils.

A

electrochemical environment

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20
Q

two common types of soil fabric are formed during deposition of fine-grained soils:
1.
2.

A
  1. flocculated
  2. dispersed
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21
Q

a flocculated structure, formed in a saltwater environment results in ___

A

many particles arranging parallel to one another

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22
Q

a flocculated structure, formed in a freshwater environment, results in ___

A

many particles arranging perpendicular to one another

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23
Q

this structure of soil fabric occurs when a majority of the particles orient parallel to one another.

A

dispersed structure

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24
Q

the spaces between the mineral particles are called ___, which may be filled with
1.
2.
3.

A

voids; liquids, gases, and cement minerals

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25
coarse-grained soils have ___, ___, and ___
good load-bearing capacities, good drainage qualities, and strength
26
course-grained soils are incompressible when dense, but ___ can occur when they are loose
significant volume changes
27
___ accentuate volume changes in loose, coarse-grained soils by ___.
vibrations; rearranging the soil fabric into a dense configuration
28
coarse-grained soils with ___ have ___, ___, and ___ than coarse-grained soils with rounded particles
angular coarse-grained soils; higher strengths, higher compressibility, lower densities
29
why are angular particles of coarse-grained soils sturdier than rounded particles?
if you have angular particles, the contact between them would increase friction. the increase in friction would let it have higher strengths and compressibility. due to it being angular, it tends to have lesser voids than rounded particles.
30
coarse-grained soils are generally described as ___
free draining
31
free draining means that ___
the soil allows free passage of water in a relatively short time
32
___ can significantly alter the flow conditions in these soils
fines content (silts and clays)
33
gravel, boulders, and coarse sands with fins content less than ___ are ___
5%; free draining
34
__, especially if it exists as a thick layer, is not free draining.
fine sand
35
___ means it has high permeability, meaning there is a lot of seepage that can happen within the coarse-grained soils.
free draining
36
fine-grained soils have ___ compared with coarse-grained soils.
poor load-bearing capacities
37
fine-grained soils are practically ___, ___. and are ___.
impermeable, change in volume and strength, susceptible to frost
38
___ control, the engineering properties of fine-grained soils, in contrast to course-grained soils whose properties depend on grain size and shape.
mineralogical factors
39
___ have been responsible for many geotechnical failures.
thin layers of fine-grained soils, even within thick deposits of coarse-grained soils
40
when there are no joints, ideally, the rock mass and the intact rock should have the same properties, provided the rock is ___
homogeneous
41
joints within a joint set are approximately ___
parallel
42
intact rock: ___
isotropic properties
43
isotropic: ___
same properties in all directions
44
a collective term used for all structural breaks (bedding planes, fractures, and joints) in solid geologic materials that usually have zero to low tensile strength
discontiniuity
45
the discontinuities make the rock mass ___
anisotropic
46
the amount of joint sets can be identified by ___
seeing the differing orientation of joints, linking a set to joints with the same angle.
47
factors affecting discontinuities 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.
1. orientation 2. spacing 3. persistence 4. roughness 5. wall strength 6. aperture 7. filling 8. seepage 9. number of joint sets 10. block size and shape
48
measured by the dip and dip direction of a discontinuity, very critical to stability; in the right direction, the stability of a rock can be affected significantly, positive or negative.
orientation
49
if the discontinuity plane or fracture continues from the top of the slope to the bottom, the steep dip angle will ___
cause mass wasting because of the discontinuity plane lying like a bed underneath the mass above.
50
the perpendicular distance between two adjacent discontinuities of the same set
spacing
51
it affects the ___ of the rock mass and the ___.
hydraulic conductivity; failure mechanism
52
closely spaced joints can imply ___
highly permeable rock
53
if the spacing is too close to each other, ___, increasing permeability
water can find a path to flow through
54
the measure of the extent to which the discontinuity extends to the rock
persistence
55
what is the surface area of the discontinuity?
this is the area that takes part in any possible sliding, and hence is an important parameter in determining stability.
56
refers to the large-scale surface undulations observed over several meters and the small-scale unevenness of the two sides relative to the mean plane, observed over several centimeters.
roughness
57
roughness large-scale undulations can be called ___, ___, or ___.
stepped, undulating, or planar
58
roughness small-scale unevenness can be called ___, ___, or ___.
rough, smooth, or slickensided
59
roughness is measured using the ___ method.
linear profiling
60
this tool provides useful basis for examining some of the issues associated with estimation of roughness.
profile gauge tool
61
refers to the compressive strength of the rock that makes up the walls of the discontinuity
wall strength
62
wall strength is an important factor that governs the ___ and ___
shear strength and deformability
63
the perpendicular distance between the two adjacent rock walls of an open discontinuity where the space is filled by air or water.
aperture
64
a joint is called either tight or open, depending on whether the ___
aperture is small or large
65
the term used to describe the material that occupies the space between the adjacent rock walls of a discontinuity
filling
66
filling affects the ___ and ___ of the rock mass
permeability and deformability
67
the permeability of a given rock mass
seepage
68
determines the ability of the rock mass to deform without undergoing failure
number of joint sets
69
as the number of joint sets increases, the ___ decreases and their ___ increase
individual block size; degrees of freedom to move
70
the rock mass consists of ___ formed by intersections of several joints
blocks