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Primary
structures
Layers formed by the
accumulation
of material at the surface of the
earth
Sedimentary and volcanic rocks form in
layers
Large intrusive granitic bodies form
homogeneous
masses
Layering
Result of variations in the
deposition
rate with time
In a
normal
sequence of layers the oldest ones are at the
bottom
Law of
superposition
Oldest layers are at the
bottom
Stress in the earth's crust causes
deformation
of the
horizontal
layering, giving rise to geological structures
Brittle
deformation
Rocks
deform
within their
elastic
field
Rocks have
coefficients
of elasticity in excess of
20GPa
Ductile
deformation
Rocks behave in a ductile manner due to the
pressures
and
temperatures
at depth
Fault
A
shear
plane across which the rocks move in
opposite
directions
Types
of faults
Normal
faults
Reverse
faults
Strike-slip
faults
Dip
The angle of
inclination
of a
non-vertical
fault plane
Horizontal compressional forces
Produce
reverse
faults
Horizontal
extension
Results in
normal
faults
Compression occurs at
convergent
tectonic plate margins, characterised by thrust faulting
Divergent tectonic plate margins are characterised by
conjugate
sets of normal faults that form
grabens
Joints
More or less
planar
fractures in rocks with no or very little
movement
Types of joints
Unloading
joints
Cooling
joints
Joints reduce the strength of
rocks
because
failure
along joint planes is much easier than breaking the intact rock
Planes
of weakness in rock masses
Bedding
planes
Unconformities
Sedimentary
structures
Fault
planes
Joints
Foliation
Cleavage
Lithological
contacts
Rock Quality Designation (
RQD
)
Percentage of core
recovered
in segments >
10cm
long
RQD
classification
0-25
% = Very poor
25-50
% = Poor
50-75
% = Fair
75-90
% = Good
90-100
% = Excellent
Fold
Deformation of rock layers under ductile conditions
without
fracturing
Fold
elements
Hinge
point
Limbs
Hinge line
Fold axis
Axial
surface
Syncline
Fold with
younger
rocks in its
core
Anticline
Fold
with
older
rocks in its core
Shear zone
Zone of ductile deformation between
two
undeformed blocks of rock
Lithostatic
stress
Stress at
depth
due to the
weight
of the overlying rock material
Calculating lithostatic stress
1. Stress = density of rock x
acceleration
due to gravity x
depth
2. For
layered
rocks: sum of (density of layer x
thickness
of layer)
Unfractured rock masses with very high strength are the best for
tunnelling
Fractured rock masses have
low
strength and require
support
Factors
affecting tunnelling
Spacing and
orientation
of fractures
Shear strength
along fractures
Orientation
of tunnel relative to
rock strata
Permeability of rock
layers
and
water
table
Tunnel
orientation effects
Horizontal
strata - consistent hanging wall pressure
Parallel
to strike of
inclined
strata - different side wall pressures
Parallel
to strike of vertical strata - significant
shear
stress in hanging wall
Perpendicular
to strike - more uniform stress distribution
Parallel to
fold
axis of
anticline
- less stress on walls
Parallel to fold axis of
syncline
- more stress on walls
Fault planes intersecting a tunnel have the same effect as
bedding planes
, but may have much poorer
shear strengths
Stratigraphy
The division of
geology
that attempts to produce a logical arrangement to the layers of
rock strata
All
types of rocks (sedimentary,
igneous
and metamorphic) fall within the scope of stratigraphy
Law
of superposition
Within an
undisturbed sedimentary
succession any given layer is
younger
than the layer upon which it rests
Facies
change
The lateral change in the
lithological
and/or
faunal
characteristics of a rock
Establishing
stratigraphy of an area
1. Determine rock sequence within a single exposure
2. Trace components
laterally
3. Encounter
new
units
4. Determine
relative
ages
5. Create composite section
Dip
of beds
Can be used to establish
stratigraphic
succession, as beds in the dip direction are normally the
youngest
(but not always)
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