Week 12

Folds II. Read pages 397-423 in Chapter 7: Folds.



You are expected to read all the sections listed below. Information from the sections in italics will be discussed in class. You are expected to read the other sections and you may be called on in class to answer questions based on that material.

Kinematic Analysis p.397-404

Mechanics of Buckling p.404-410

Regional Tectonic Fold Mechanisms p.413-423

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You should become familiar with the following terms during this weeks lectures and readings:

buckling

competency contrast

dominant wavelength

flexural-flow folding

flexural-slip folding

instability

kink plane

neutral surface

passive folding

ptygmatic fold

 

 

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You should be able to answer these questions after this weeks lectures and readings:

  1. Describe the criteria that influence folding mechanisms in single-layer and multi-layer buckle folds.
  2. Contrast the development of flexural slip folds and passive folds.
  3. Describe how folding mechanisms in multilayer folds are related to variations in the competence of the layers.
  4. What is the difference between bending and buckling?
  5. What factors control the size of folds in single layer buckle folds?
  6. A sequence of rocks includes thick limestone layers above interbedded thin sandstone and shale layers. This sequence undergoes folding in the shallow crust. Describe the potential shape and kinematic evolution of the resultant folds.

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Fold kinematics and mechanics

Folding mechanisms depend on physical conditions and properties of the folded layers

Two types of active folding:

 

Kinematic Analysis

Flexural Folding

Orthogonal flexure - lines perpendicular to the layer before folding are perpendicular after folding (sometimes called neutral surface folding)

Flexural slip folding - deformation accommodated by slip on bedding planes (image on right shows fold pairs, Mt. Kidd, Canada, layers promoted flexural slip)

Flexural flow folding - deformation accommodated by shearing of incompetent beds

 

 Passive folding

 

The fold shapes formed by these mechanisms may be modified by later superimposed homogeneous strain which may result in the thinning of limbs relative to hinges (moving fold shapes from Class 1B toward 1C).

One mechanism that results in a modification of fold shape is pressure solution that may cause material to be removed preferentially from the inner arc of the fold, increasing the interlimb angle.

 

Mechanics of Buckling

A dominant fold wavelength develops when layers are subjected to layer-parallel stress.

The dominant wavelength is dependent upon:

 

 Single-layer folds

Single-layer folds have been modeled as with viscous or elastic behavior, generating similar types of equations.

L = 2pt (E/6Eo)1/3

L = 2pt (h/6ho)1/3

L = fold wavelength; t = layer thickness; E = Young's modulus; h = coefficient of viscosity

Fold wavelength increases with layer thickness and the contrast in stiffness or viscosity between the deformed layer and the surrounding medium.

 

Multi-layer folds

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