Title: Geology of Plutonic Rocks
1Geology of Plutonic Rocks
2Igneous plutonic rocks
- Formed
- 900 degree C
- 50 km depth
- Uplift to earth surface
- Enormous decrease in confining pressure
3Extrusive
Intrusive or plutonic
4Shield regions
- Sweden is an example
- roots of former mountain ranges,
- stable interior,
- resembles granite but
- complex history
- often formed by extreme metamorphism rather than
by solidification from a melt. Fig 6.1
5Mountains complex folding
6Mountains worn to flat land
7Magma molten rock within the earth Lava on the
earth
8Geothermal gradient
- varies
- crust thicker in continental areas
- normal rise in temperature with depth of between
10 to 50 C per km - crust thinner in oceanic areas
9increased tempurature due to igneous intrusion
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11normal rise in temperature with depth of between
10 to 50 C per km
12Question
- Where does magma form?
- In the crust and upper mantle NOT in the center
of the earth
13Magma
14subduction relation
- crustal rocks subducted melt at a lower
temperature than do oceanic rocks - two magma producing events
151. subduction - water rich ocean plate
- the rise of the moisture through the overlying
rocks lowers their melting point and initiates
melting
162. subduction - heat increases with depth
- the crustal rocks begin to melt and mixes with
the magma derived from the mantle
17Forms of igneous intrusions
- sheets layer of intrusion
- pluton irregular body
- dikes vertical sheet intrusions
- sills horizontal sheet intrusion
- laccoliths lens shaped
- ring dikes, cone sheets a cone shaped intrusion
- dike swarm several
- pipe of neck source of nourishment of a volcano
- batholiths largest body of an intrusion
- stocks smaller intrusive body
- xenoliths country rock mass surrounded by
intrusive rocks - roof pendants inliers of metamorphic rocks
- pegmatites coarse grained intrusions
- aplites fine grained intrusions
- stratiform complexes layered
- flow bedding segregation of layers
- lopolith and cone sill mineral deposits
18Forms of igneous intrusions
- pluton irregular body
- dikes vertical sheet intrusions
- sills horizontal sheet intrusion
- laccoliths lens shaped
- ring dikes, cone sheets a cone shaped intrusion
- dike swarm several
- pipe of neck source of nourishment of a volcano
- batholiths largest body of an intrusion
19Forms of igneous intrusions
- pluton irregular body
- dikes vertical sheet intrusions
- sills horizontal sheet intrusion
- ring dikes, cone sheets a cone shaped intrusion
- dike swarm several
- pipe of neck source of nourishment of a volcano
- batholiths largest body of an intrusion
20Forms of igneous intrusions
- xenoliths country rock mass surrounded by
intrusive rocks
21Forms of igneous intrusions
- pegmatites coarse grained intrusions
- aplites fine grained intrusions
22Forms of igneous intrusions
- stratiform complexes layered
- flow bedding segregation of layersid
- lopolith and cone sill mineral deposits
23Classification of plutonic rocks Fig 6.6
- Few common minerals their abundance is the
basis for classification - Basic or Mafic rocks contain minerals with a
high melting point and silica content of ca 43
50 - Acidic or Felsic rocks contain minerals with
low melting point and silica content of 65 72 - Intermediate have silica contents of 50 to 65
24Texture
- Textures normal slow cooling produces sand size
interlocking crystalline grains - Phenocrysts coarser grains
- Porphyry contains numerous coarse grains in an
otherwise fine grained mass - Coarse crystalline grains gt 2mm
- Medium crystalline grains 0.06-2mm
- Fine crystalline grains lt 0.06 mm
- Aphanitic crystals not visible
- Phaneritic visible grains
25Texture
- Phenocrysts coarser grains
- Porphyry contains numerous coarse grains
(phenocrysts) in an otherwise fine grained mass
26Rock names Fig 6.6!!!
intrusive
- Granite
- Diorite
- Gabbro
- Peridotite (ultra basic)
- Dunite (untra basic)
extrusive
OTHERS?
27The three components, Q (quartz) A (alkali
(Na-K) feldspar) P (plagioclase)
Phaneritic visible grains
28Serpentinite
- an altered ultra basic, peridotite (olivine) has
been replaced by the mineral serpentine - this is a chemical weathering process which is
associated with a 70 volume increase - this increase in volume results often in the
internal deformation of the rock fracturing and
shearing
29jointing in granitic rocks
- arise from general crustal strain, cooling, and
unloading
30Sheet joints
- typical for igneous rocks, called also
exfoliation joints or lift joint - no sheet joints below 60 m
- Sheet joints conform to the topography, fig
6.12a, 6.10a - slopes steeper than the angle of friction, ca 35
degrees, tensile fractures develop and wall arch,
an overhang - sheet jointing is well developed in igneous
rocks, but not exclusive, it also occurs in soils
and other rocks to some extent
31Sheet weathering due to unconfinement
- Formed
- 900 degree C
- 50 km depth
- Uplift to earth surface
- Enormous decrease in confining pressure
32Joints due to relaxation
two to thee preferred directions of joints is
common, joint set
33Question
- ??Why is sheet jointing more prominent in igneous
rocks than other rocks? - Unloading is one of the main reasons.
- Igneous rocks are formed at up to 50 km depth.
With 27Mpa/Km times 50 km 1350 MPa pressure at
the time of formation uni directional!! Upon
uplift this pressure is reduced and the rocks
relax, with a vertical unload stress of 27 MPa.
34unloading
- unloading in tunnels different names for
different rocks for igneous rocks it is called - Popping rock - is a term used in underground
operations where the rock pops off the rock face.
This can be very violent and is due to the
unloading due to the underground excavation
35weathering in plutonic rocks
- physical weathering mechanical breakdown of
earth material at the earth surface. Ex.
Heating/cooling, wetting/drying, plants and
animals including man. - chemical weathering chemical decomposition due
to a chemical reaction changing the composition
of the earth material, ex carbonic acid replacing
silicate minerals, feldspar changing to kaolin,
mica changing to limonite and kaolin.
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37chemical weathering
- acts on igneous minerals in the order of
solidification - Bowens reaction series (fig 6.6)
- high temperature minerals are more rapidly
affected - low temperature minerals more stable
38chemical weathering
- Basic and ultrabasic form montmorillonite clays
- Grainitic rocks form kaolinites
39Weathering profiles
- form relative rapidly in granitic rocks
- a layer of clay minerals forms at the surface
- by the continuous downward percolation of water
and carbon dioxide - in the vadose zone above the water table
40Spheroidal weathering
- common in jointed igneous rocks where the
- percolation of water is concentrated to the
joints - the fresh rock delineated by the fractures is
slowly effected but - the corners are more rapidly effected thus
spherical shapes are formed
41Spheroidal weathering
- common in jointed igneous rocks where the
- percolation of water is concentrated to the
joints - the fresh rock delineated by the fractures is
slowly effected but - the corners are more rapidly effected thus
spherical shapes are formed
42Joints enhance weathering
- Paleozoic Sweden was near the equator
- Rounded rock mass due to weathering
Exfoliation is formed in the spheres by
chemical expansion in the weathering granite
43- Rounded blocks due to chemical weathering
- Open joints
It is clear that this is granite by the way it
weathers
44Saprolite
- decomposed granite, residual material formed from
weathering resulting in a residual soil
45Description of a residual soil is fuzzy
- two variables
- I. the degree of weathering of the rock
- II. the abundance of altered minerals
46Classes of weathering of igneous rocks
- Several different classification systems
- Different authors
47All contain several classes
- in this case 6 classes
- I fresh (f)
- II slightly weathered (sw)
- III moderately weathered (mw)
- IV highly weathered (hw)
- V completely weathered (cw)
- VI residual soil (rs)
Hong Kong zones of weathering p. 225, zones A
(residual soil), B, C, D and Fresh rock Profile
development in Hong Kong figures 6.18 1-4, 6.19
a-f!
48All contain several classes
- in this case 6 classes
- I fresh (f)
- II slightly weathered (sw)
- III moderately weathered (mw)
- IV highly weathered (hw)
- V completely weathered (cw)
- VI residual soil (rs)
49All contain several classes
- in this case 6 classes
- I fresh (f)
- II slightly weathered (sw)
- III moderately weathered (mw)
- IV highly weathered (hw)
- V completely weathered (cw)
- VI residual soil (rs)
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51Chemically weathered granite
52All contain several classes
Granite weathers to a sandy soil
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54Rock Quality some tests
- Index tests give information about the rock
fresh or weathered and to what degree - Porosity
- Bulk density
- Compressibility
- Tensile strength
- Elastic constants
- Point load test
55Rock Quality some tests
- Fluid adsorption, classes 1-4
- Almost impermeable
- Slightly permeable
- Moderately permeable
- Highly permeable
56Rock Quality some tests
- Slake behavior - degree of disintegration of 40
to 50 grams of specimen after 5-min immersion in
water - Class 1 no change
- Class 2 less than half
- Class 3 more than half
- Class 4 total disintegration
57Effect of climate and rock type on weathering
- Precipitation/evaporation ratio is important
- Weinert - N value is a weathering index
- Nlt5, chemical weathering is favored over
mechanical decomposition is the predominate
process - Ngt5, mechanical weathering is favored over
chemical decomposition is predominate
58Effect of climate and rock type on weathering
- Weathering of basic and ultrabasic rocks
- N gt 2, montmorillonite
- N between 1-2, kaolinite
59Effect of climate and rock type on weathering
- Extreme tropical climates laterite soils are
produced - where all silica is removed and
- some clay minerals replaced by iron, aluminum,
and magnesioum oxided and hydroxides
60Engineering properties
61exploration
- weather profile nature extent of rock and soil
cover - hazards of boulders
- hazard of soil flow
- slides of serpentine
- sheet slides
- rock falls
62excavation
- core stones
- size
- drilling can divert along joints
63foundations
- hardness and soundness
- core stones differential support
- driving piles difficult in weathered material
- collapsing residual soil
- disposal of water in weathered terrain, erosion
susceptible
64dams
- earth fill dams can be placed on soil profiles of
I-IV possible V - concrete dams can be placed on sound rock and
possible zones I and II - Permeability a problem in weathered zones
- Permeability between sheets common
- Serpentine is not suitable for any dam
construction
65underground works
- weathering down to 60 m (500 m)
- variable hardness difficult
- popping rock danger
- diabase dikes act often as subsurface dams
water can be a problem upon penetration - serpentine dangerous
66ground water
- fault zones
- weathered granite
67case histories
68mammoth pool dam sheeted granodiorite
- San Joaquin River, California
69mammoth pool dam sheeted granodiorite
- San Joaquin River, California
- biotite granodiorite
- weathering depth 30 m
- saprolite used as aggregate for a 100 m high dam
without clay core
70mammoth pool dam sheeted granodiorite
- surface covered with core stones
- largest was a sheet of granite, 5000 m3,
- valley filled with alluvial sediments with
maximum depth of 30 m
71mammoth pool dam sheeted granodiorite
72mammoth pool dam sheeted granodiorite
- bedrock contained numerous joints
- open or partly filled with alluvial sand and
weathered debris - bedrock grouted downward 5 m to reduce
compressibility of the open fissures and joints - grout curtain down to 15 m below the foundation
and 12 m into the abutments
73mammoth pool dam sheeted granodiorite
- grouting
- must go slow
- at low pressures
- some sheets are bolted prior to grouting
- otherwise uplift of sheet joints
74mammoth pool dam sheeted granodiorite
- grouting
- estimated 5 000 sacks
- required 42 000 sacks
- why aperture of joints very large one as wide
as 40 cm! - NOTE apertures of 100 cm not uncommon in Sweden
75mammoth pool dam sheeted granodiorite
- rock bolts installed to stabilize sheets
- drainage holes were made to insure that low water
pressures would be maintained between sheets
after the dam was filled - 15 m, 5º from horizontal, into the sheets to
intercept all possible open sheet joints
76Malaysian granite hydroelectric project
- Porphyritic granite with 35 quartz and 5
biotite - hairline fractures
- occasional shear zone healed with calcite,
chlorite or quartz
77Malaysian granite hydroelectric project
- Shear zones and mylonite and brecciated granite
78Malaysian granite hydroelectric project
- surface outcrops minimal due to jungle vegetation
- Lineaments visible on aerial photographs
suggested faults and shear zones - 67 drill holes
79Malaysian granite hydroelectric project
- Tunneling was the biggest problem with weathered
zones and faults - weathering average 30 m
- but also in the tunnel at 300 m
- residual soil was up to 6 m thick
80Malaysian granite hydroelectric project
- grade VI material in weathered profile had a clay
content of 20 - grade V was sand with less than 10 clay
- Grade V1 material used to form a core
- Grade V formed the shells
81Malaysian granite hydroelectric project
- shear zones at 250 m depth contained 7 to 22 cm
thick layers of grade IV and V weathered grainite - at 450 m depth in the tunnel slabbing occurred in
the walls - erosion was a problem in weathered granite
- divert the tunnel to a different direction to
avid problem zones and faults zones
82Question
- Can decomposed granite furnish satisfactory
materials for concrete aggregate?
83Question
- How can it be determined that a borehole through
soil and saprolite extending into unweathered
rock has not actually bottomed in a core stone?
84Question
- A granitic pluton is not bedded in the sense that
a sedimentary rock is bedded. How then could a
conspicuous fracture be identified definitively
as a fault?
85Question
- Granitic core stones are well developed in Hong
Kong whereas granitic rocks of Korea generally
lack then. How is this possible?