Strike and Dip - Inside Minesinside.mines.edu/~cshorey/NewFiles/Lecture 13 - Structure and...

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1 Structural Geology N Strike and Dip • Strike is the direction of the line that is formed by the intersection of the plane of the rock bed with a horizontal surface. • Dip is the direction in which the steepest angle is formed between the plane of the rock bed and the horizontal surface.

Transcript of Strike and Dip - Inside Minesinside.mines.edu/~cshorey/NewFiles/Lecture 13 - Structure and...

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Structural Geology

N

Strike and Dip• Strike is the direction of the line that is

formed by the intersection of the plane of the rock bed with a horizontal surface.

• Dip is the direction in which the steepest angle is formed between the plane of the rock bed and the horizontal surface.

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45

45

45

N

I think that the red bed came first, then green, then yellow,

then black, then the whole sequence was tilted 45% to the

North.

N S

Common structural features

• Tilted beds• Joints• Faults• Folds• Boudinage

Stress and Strain• Stress is a force applied over a

volume of rock.–Compression, Tension, and Shear

• Strain is the deformation of a rock in response to stress.–Brittle, Ductile, and Elastic

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Here the strain is more akin to brittle as the cards slide past each other without deforming

GEOLOGIC STRUCTURES

Monoclinalfolds

Strike-slip (Transform) faults

Shear

BoudinageNormal faultsTension

FoldingReverse faults(Thrust faults)

Compression

ElasticDuctileBrittleSTRAINSTRESS

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Precambrian

Cretaceous

GEOLOGIC STRUCTURES

Monoclinalfolds

Strike-slip (Transform) faults

Shear

BoudinageNormal faultsTension

FoldingReverse and Thrust faults

Compression

ElasticDuctileBrittleSTRAINSTRESS

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GEOLOGIC STRUCTURES

Monoclinalfolds

Strike-slip (Transform) faults

Shear

BoudinageNormal faultsTension

FoldingReverse and Thrust faults

Compression

ElasticDuctileBrittleSTRAINSTRESS

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U

D

Slickensides

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GEOLOGIC STRUCTURES

Monoclinalfolds

Strike-slip (Transform) faults

Shear

BoudinageNormal faultsTension

FoldingReverse and Thrust faults

Compression

ElasticDuctileBrittleSTRAINSTRESS

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GEOLOGIC STRUCTURES

Monoclinalfolds

Strike-slip (Transform) faults

Shear

BoudinageNormal faultsTension

FoldingReverse and Thrust faults

Compression

ElasticDuctileBrittleSTRAINSTRESS

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GEOLOGIC STRUCTURES

JointsShear

JointsTension

JointsCompression

ElasticDuctileBrittleSTRAINSTRESS

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Continental Structure, Mountain Building and

Differentially Weathered Landforms

Shield or Craton is the stable interior of a continent characteristically composed of

ancient crystalline basement rock

Platform is the relatively horizontal undeformed sedimentary rocks onlapping the basement rock.

Figure 14.3

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Plutonic igneous Volcanic igneous

Sedimentary Metamorphic

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ISOSTACY

The floating of the Earth’s crust on the denser mantle so that vertical motions take place to achieve a balance between upward buoyancy and downward gravity.

3 ways mountains can form.

1.Compressive belts2.Fault block3.Volcanic

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Figure 14.C

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Figure 14.12AB Appalachian Orogeny

Figure 14.12CD

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Figure 14.12DE Figure 14.12F

Figure 14.13

Figure 14.15AB Cordilleran Orogney Figure 14.16

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Terranes are foreign pieces of land pasted on to the edge of a continent.

Usually start of as ocean islands.

Figure 14.11

Fault-block mountains• Mountains can also be formed by the

extension of the Earth’s crust.• Produces Horst and Graben topography

in which the higher Horsts become mountains.

• Grand Teton mountains in Wyoming are a prime example of this type of mountain.

Figure 14.18

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Epeirogeny and landforms• Epeirogenic movements are gradual

upward or downward movements of the continental crust.

• Occur with little deformation.– Minor tilting and slight faulting.

• Can still produce spectacular landforms when uplift occurs due to downcutting of stream systems and differential weathering.

Flatirons and Hogbacks

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Cuestas

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Mass Wasting• Shear stress vs. Shear strength• Shear stress created by gravity pulling

on a slope– Controlled by mass and slope

• Shear strength provided by the internal friction within the slope material

Safety factor (S.F.)• S.F.=shear stress/shear strength• S.F.<1

– Shear stress<<Shear strength --> stable• S.F.=1

– Shear stress=Shear strength --> slope failure

Slope Stabililty• Mass and slope• Climate, Vegetation• Water (groundwater)• Materials

– Rock type, sediment (fine vs. coarse), soil.

Classification of Mass Wasting

• RATE of MOVEMENT–Extremely slow (~1mm/year) to very

rapid (>100 km/hour)

• MATERIAL IN MOTION–Bedrock–Debris- (“soil”, sediment)

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Types of movement:• Flows - materials mix together

– creep, mud, debris, avalanche

•• Slides Slides -- coherent blocks/unitscoherent blocks/unitstranslationaltranslationalrotationalrotational

• Falls - free falling

Classification of Mass Wasting

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Types of movement:• Flows - materials mix together

– creep, mud, debris, avalanche• Slides - coherent blocks/units

translationalrotational

•• Falls Falls -- free fallingfree falling

Classification of Mass Wasting

Controlling Factors

• Slope angle• Local relief• Thickness of debris over bedrock• Planes of weakness ( in bedrock)

–bedding planes; foliation; joints–parallel to slope most dangerous

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Controlling Factors

• Climatic controls– Ice– Water– Precipitation– Vegetation

• Gravity– Shear force– Normal force– Shear strength

Controlling Factors• Water

–adds weight–increased pore pressure in saturated debris

decreases shear strength–water lubricates the material

• Triggering Mechanisms–Overloading–Undercutting–Earthquakes

Mass WastingTriggers:• Natural/transient

– Climate/Weather changes• Sudden increase in moisture

– Earthquakes• Anthropogenic

– Loading– Slope perturbation (excavation or filling)– Changes in water content

Human impact on mass wastingAddition of waterthrough irrigation, septic systems, artificial ponds or leaky in-ground pools, etc., loosens up slope material and adds weight, promoting slope failure

irrigation

pool or pond

septicsystem

Devegetation concentrates surface runoff and enhances erosion, resulting in steeper slopes. Reduced interception and evaporation increases amount of water in ground. (Also, construction of logging roads result in oversteepening.)

Preventing Landslides

• Preventing mass wasting of debris• Preventing rockfalls and rockslides on

highways

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Slope stabilization: keeping the water out

Drains and trenches keep water from infiltrating the

top of a slump

Short-term precaution against further water input and erosion

Revegetation and drainage