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Geology of Plutonic Rocks

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Title: Geology of Plutonic Rocks


1
Geology of Plutonic Rocks
2
Igneous plutonic rocks
  • Formed
  • 900 degree C
  • 50 km depth
  • Uplift to earth surface
  • Enormous decrease in confining pressure

3
Extrusive
Intrusive or plutonic
4
Shield 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

5
Mountains complex folding
6
Mountains worn to flat land
  • By the Precambrian

7
Magma molten rock within the earth Lava on the
earth
8
Geothermal 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

9
increased tempurature due to igneous intrusion
10
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11
normal rise in temperature with depth of between
10 to 50 C per km
12
Question
  • Where does magma form?
  • In the crust and upper mantle NOT in the center
    of the earth

13
Magma
14
subduction relation
  • crustal rocks subducted melt at a lower
    temperature than do oceanic rocks
  • two magma producing events

15
1. subduction - water rich ocean plate
  • the rise of the moisture through the overlying
    rocks lowers their melting point and initiates
    melting

16
2. subduction - heat increases with depth
  • the crustal rocks begin to melt and mixes with
    the magma derived from the mantle

17
Forms 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

18
Forms 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

19
Forms 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

20
Forms of igneous intrusions
  • xenoliths country rock mass surrounded by
    intrusive rocks

21
Forms of igneous intrusions
  • pegmatites coarse grained intrusions
  • aplites fine grained intrusions

22
Forms of igneous intrusions
  • stratiform complexes layered
  • flow bedding segregation of layersid
  • lopolith and cone sill mineral deposits

23
Classification 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

24
Texture
  • 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

25
Texture
  • Phenocrysts coarser grains
  • Porphyry contains numerous coarse grains
    (phenocrysts) in an otherwise fine grained mass

26
Rock names Fig 6.6!!!
intrusive
  • Granite
  • Diorite
  • Gabbro
  • Peridotite (ultra basic)
  • Dunite (untra basic)

extrusive
  • Rhyolite
  • Andesite
  • Basalt
  • Granodiorite
  • Syenite

OTHERS?
  • Diabas or dolerite
  • Monzonite
  • Anorthosite
  • Porfyr
  • Tonolite

27
The three components, Q (quartz) A (alkali
(Na-K) feldspar) P (plagioclase)
Phaneritic visible grains
28
Serpentinite
  • 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

29
jointing in granitic rocks
  • arise from general crustal strain, cooling, and
    unloading

30
Sheet 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

31
Sheet weathering due to unconfinement
  • Formed
  • 900 degree C
  • 50 km depth
  • Uplift to earth surface
  • Enormous decrease in confining pressure

32
Joints due to relaxation
two to thee preferred directions of joints is
common, joint set
33
Question
  • ??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.

34
unloading
  • 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

35
weathering 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.

36
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37
chemical 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

38
chemical weathering
  • Basic and ultrabasic form montmorillonite clays
  • Grainitic rocks form kaolinites

39
Weathering 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

40
Spheroidal 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

41
Spheroidal 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

42
Joints 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
44
Saprolite
  • decomposed granite, residual material formed from
    weathering resulting in a residual soil

45
Description of a residual soil is fuzzy
  • two variables
  • I. the degree of weathering of the rock
  • II. the abundance of altered minerals

46
Classes of weathering of igneous rocks
  • Several different classification systems
  • Different authors

47
All 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!
48
All 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)

49
All 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)

50
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51
Chemically weathered granite
52
All contain several classes
Granite weathers to a sandy soil
53
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54
Rock 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

55
Rock Quality some tests
  • Fluid adsorption, classes 1-4
  • Almost impermeable
  • Slightly permeable
  • Moderately permeable
  • Highly permeable

56
Rock 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

57
Effect 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

58
Effect of climate and rock type on weathering
  • Weathering of basic and ultrabasic rocks
  • N gt 2, montmorillonite
  • N between 1-2, kaolinite

59
Effect 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

60
Engineering properties
  • plutonic rocks

61
exploration
  • weather profile nature extent of rock and soil
    cover
  • hazards of boulders
  • hazard of soil flow
  • slides of serpentine
  • sheet slides
  • rock falls

62
excavation
  • core stones
  • size
  • drilling can divert along joints

63
foundations
  • hardness and soundness
  • core stones differential support
  • driving piles difficult in weathered material
  • collapsing residual soil
  • disposal of water in weathered terrain, erosion
    susceptible

64
dams
  • 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

65
underground 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

66
ground water
  • fault zones
  • weathered granite

67
case histories
68
mammoth pool dam sheeted granodiorite
  • San Joaquin River, California

69
mammoth 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

70
mammoth 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

71
mammoth pool dam sheeted granodiorite
72
mammoth 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

73
mammoth pool dam sheeted granodiorite
  • grouting
  • must go slow
  • at low pressures
  • some sheets are bolted prior to grouting
  • otherwise uplift of sheet joints

74
mammoth 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

75
mammoth 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

76
Malaysian granite hydroelectric project
  • Porphyritic granite with 35 quartz and 5
    biotite
  • hairline fractures
  • occasional shear zone healed with calcite,
    chlorite or quartz

77
Malaysian granite hydroelectric project
  • Shear zones and mylonite and brecciated granite

78
Malaysian granite hydroelectric project
  • surface outcrops minimal due to jungle vegetation
  • Lineaments visible on aerial photographs
    suggested faults and shear zones
  • 67 drill holes

79
Malaysian 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

80
Malaysian 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

81
Malaysian 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

82
Question
  • Can decomposed granite furnish satisfactory
    materials for concrete aggregate?

83
Question
  • How can it be determined that a borehole through
    soil and saprolite extending into unweathered
    rock has not actually bottomed in a core stone?

84
Question
  • 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?

85
Question
  • Granitic core stones are well developed in Hong
    Kong whereas granitic rocks of Korea generally
    lack then. How is this possible?
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