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    Geology for Engineers

    VAB1033

    Geological Structures I

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    Structural Geology - Introduction

    Structural Geology is the study of the

    architecture of the earths crust, its

    deformational features and their mutual

    relations and origin. Structural Geology can be defined as a

    branch of geology concerned with the

    shapes, arrangements, and inter-

    relationships of bedrock units and the forcesthat cause them.

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    Geologic Sructures - Introduction

    Main Objective:

    To recognise certain geologic structures,

    understand the forces that caused them, and

    thus determine the geologic history of anarea.

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    Geologic Sructures - Introduction

    Why an understanding and knowledge of StructuralGeology is important?

    To understand earthquake for example, one must know aboutfaults.

    Appreciating how major mountain belts and the continent have

    evolved calls for a comprehension of faulting and folding. Understanding plate-tectonic theory as a whole also requires a

    knowledge of structural geology

    In areas of active tectonics, the location of geologic structure isvery important in selection of suitable sites for buildings, dams,highway, bridge, tunnels, nuclear power plants, etc.

    Understanding structural geology can help us more fullyappreciate the problem of finding more of the earths naturalresources, such as metal ores, petroleum & gas, rock aggregates,etc.

    The knowledge of structural geology is also very important ingeohazards (landslide, earthqukae, tsunami, subsidence,

    erosions, etc) mitigation and control measures.

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    Distribution of Earthquakes Epicenters around South East Asia

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    Alaskan Earthquake

    P. Nias Earthquake, Indonesia

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    Tunelling works require special skills in geologic structural mapping.

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    Stress & Strain

    Stress - a force per unit

    area at a particular point.

    Strain - the change insize (volume) or shape,

    or both, while an object

    is undergoing stress.

    The effects of compressional & tensional stress on silly putty. A)

    Compressing silly putty results in shortening either by folding or

    flattening, B) Pulling (tensional stress) silly putty causes

    stretching or extension; if pulled (strained) too fast, or chilled, the

    silly putty will break after first stretching.

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    Stresses

    Compressive Stress

    pushed together or squeezed from opposite directions.

    common along convergent plate boundaries; typically results inrocks being deformed by a sho rtening strain;

    Tensional Stress Forces pulling away from one another in opposite directions;

    results in a stretching orextensio nal strain

    Quite rare in the earth crust

    Shear Stress

    Due to movement parallel but in opposite directions along a faultor other boundary

    Results in a shear strainparallel to the direction of the stresses.

    Notable along transform plate boundaries and along other activelymoving faults.

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    Behaviour of Rocks to Stress &

    Strain Rocks behave as elastic, ductile, or brittle materials depending on the

    amount and rate of stress applied, the type of rock, and the

    temperature and pressure under which the rock is strained.

    Elasticif a deformed body recovers its original shape after the stress isreduced or removed (e.g. rubber). Rocks can behave in an elastic way at very

    low stresses, however once the stress exceeds the elast ic lim itthe rock willdeform permanently.

    Ductilea rock that behaves in a ductile or plastic manner will bend whileunder stress and does not return to its original shape after relaxation of the

    stress. Under high pressure & temperature (e.g. during regional metamorphism)

    rocks behave in a ductile manner. Ductile behaviour results in folding or bending

    or rock layers.

    Brittle a rock exhibiting brittle behaviour will break or fracture at stress higher

    that its elastic limit. Rock typically exhibit brittle behaviour at or near the earths

    surface where pressure & temperatures are low. Faults and joints are examples

    of structures that form by brittle behaviour of the crust.

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    Behaviour of Rocks to Stress & Strain

    Behaviour of rocks with increasing stress and strain.

    Elastic behaviour occurs along the straight line portions (blue)

    At stresses greater than the elastic limit (red points) the rock will

    either deform as a ductile material or break, as shown in the

    deformed rock cylinders.

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    Brittle Deformation

    Joints

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    Brittle Deformation

    Faults

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    Ductile Deformation

    Folds

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    Measuring Attitude of Rocks

    Dip- Angle of bed with

    the horizontal

    Str ike- Bearing

    (compass direction) of

    line of intersection

    between horizontal planeand the inclined bed.

    Dip Direct ion is the

    compass direction in

    which the angle of dip is

    measured.

    Attitude of planar structures (bedding, faults, joints, foliations, etc.) is often

    depicted by the reading ofstrike and dip, ordip direction and dip.

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    Map Symbols of

    Geological Structures

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    Geologic Map

    An example of simple geological map.

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    Geologic Cross Section

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    Geologic Cross-Section

    For engineering purposes..

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    Geologic Cross-Section

    For engineering purposes..

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    Folds

    Folds are bends or wave-like featuresin layered rocks.

    Formed by plastic (ductile)

    deformation under compressional

    stress.

    Folding took place when the rock was

    buried at depth where high confining

    pressure & temperature favour plastic

    behaviour.

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    Basic Geometry of Folds

    Syncline and Anticline

    Terms

    Anticline

    Syncline

    Limb

    Axial plane

    Hinge Lines/Foldaxes

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    Can you spot the sync l ine and anticl ine?

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    Block Diagram of Folded Rocks

    Folded Rock

    Note: Plan view geological map

    Side view geologic cross sections

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    Plunging Folds

    Plunging Folds

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    Geometry of Folds

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    Structural Domes and Structural

    Basins

    Structura l Domeis a

    structure in which the beds

    dip away from a central

    point. In cross section, a

    dome resembles an

    anticline

    Structural Basin the

    beds dip towards a central

    point. In cross section its is

    comparable to a syncline

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    Dome near Casper Wyoming. The ridges are sedimentary layers that are

    resistant to erosion. Beds dip away from the center of the dome (Photo by

    D.A. Rahm, WWU)

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    Types of Folds

    Folds occur in many varieties and sizes.

    A number of fold classification schemes can

    be applied to describe folds (refer to any Structural

    Geology text books).A simple types of folds are given in the

    following slides

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    Folds Created by Movements of the Earths Crust

    Open Folds

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    Folds Created by Movements of the Earths Crust

    Isoclinal Folds

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    Folds Created by Movements of the Earths Crust

    Overturned folds

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    Folds Created by Movements of the Earths Crust

    Overturned Folds

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    Folds Created by Movements of the Earths Crust

    Recumbent Folds

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    Refolded Folds

    Crenulation Folds

    More Complex Types of Folds

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    Hook Folds

    Refolded Folds

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    Disharmonic Folds

    Chevron Folds

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    The Importance of Folds

    Folds are good

    traps for oil & gas

    deposits.

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    END OF PART I

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    Fractures in Rocks

    If a rock is brittle, or if the strain rate is too

    great for deformation to be accomodated by

    plastic behaviour, the rock fractures.

    Types of rock fractures: Joints

    Faults

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    Types of Rock Fractures

    Fractures - narrow planar openings in rock

    Joints - Fractures w/ no movement parallel to

    fracture surface. Often occur in sets

    Shear Zones - fractures along which a smallamount (cms) of movement has occurred

    Faults - fractures along which large amounts

    (m - kms) of movement has occurred.

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    Types of Faults

    Terminology

    Footwall

    Hanging Wall

    Strike and Dip

    Normal Fault

    Reverse Fault

    Strike Slip Fault

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    Normal Faults

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    Faults and Stresses

    Maximum principal stress (s1)

    Normal faults - vertical

    Reverse faults - horizontal

    Faults form at 30 - 60 deg. from the maximumprincipal stress

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    Other structures

    Boudinage

    Pinch & Swell

    Veins

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    Summary