Week 9

Faults II. Read pages 304-313, 315-317, and 319-339 in Chapter 6: Faults.



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.

Dynamic Analysis of Faulting p.304-319

  • Thrust Faulting p.319-339
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    You should become familiar with the following terms during this weeks lectures and readings:

    decollement blind thrust critical taper duplex floor thrust horse
    imbricate fan klippe lateral ramp ramp roof thrust tear fault
    allochthonous antiformal duplex autochthanous anisotropic rocks
    balanced cross section bed-length balancing cut-off angle fault-bend folds
    fault reactivation footwall flat footwall ramp hanging wall flat
    hanging wall ramp Hubbert & Rubey miogeoclinal prism overthrusting
    transfer zones thin-skinned thrust sheet window (fenester)
    tectonic transport direction Anderson's theory of faulting out-of-sequence thrusts
    coefficient of sliding friction foreland-dipping duplex syntectonic basin deposits

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    You should be able to answer the questions below following this week:

    1. What was the direction of tectonic transport for the Canadian Rockies?
    2. What was the order of formation for the following thrusts illustrated in Figure 6.83: Bourgeau thrust, Brazeau thrust, Chatter Creek fault, McConnell thrust?
    3. Explain how Anderson's theory of faulting and Coulomb's law of failure can be combined to account for the orientations of strike-slip, thrust-slip and normal-slip faults. What are the exceptions to this rule?
    4. How would the development of a critical taper in an active thrust belt be influenced by the rate of erosion?
    5. The cross section below is drawn through part of the Valley and Ridge province. Answer the following questions on the diagram. Which side of the image is closer to the foreland? Locate a fault plane where a hanging wall flat overlies a footwall ramp. Locate a fault plane where a hanging wall flat overlies a footwall flat. Locate a fault plane where a hanging wall ramp overlies a footwall flat. Outline a horse on the cross section. Which fault formed first? What term can be used to describe the assemblage of faults illustrated?

    1. Define what is meant by: window & klippe; fault-bend folds; bow and arrow rule; critical taper; imbricate thrust system; duplex.
    2. Highlight the differences in the evolution of fault-bend folds and fault-propagation folds.
    3. Discuss the role of elevated fluid pressures in the transportation of large thrust sheets. Include a description of how changing fluid pressures influences the Mohr-Coulomb failure equation.

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    Faults II

     How to determine slip on faults

    1. using slickenlines, striations give direction of slip

     

    1. using drag folds to determine slip

     

    Strain significance of faults

     

    Dynamic analysis of faulting

    We can combine our previous discussion about:

    to explain why normal faults typically dip at 60o, thrust faults have an average dip of 30o, and strike-slip faults are normally vertical.

    1. Coulombs’s law predicts faults should be oriented at ~30o to s1, maximum principal stress.
    2. Anderson (1951) pointed out that shear stress must be zero at the earth’s surface.
    3. We know that shear stress is zero parallel to principal stress directions.
    4. The earth’s surface must be a plane containing two of the three principal stress directions.
    5. The third direction is perpendicular to the first two, therefore, must be vertical.

     

    The above conditions give us three possible combinations of principal stresses:

     

    conjugate faults - pairs of faults ~60o apart, bisected by s1

     

    Exceptions to the rule

     

    Thrust Faults

    associated with compressional orogens, e.g. Appalachians, Andes, Himalayas

     

    Mechanical Paradox of Overthrusting

     Hubbert and Rubey showed that thrust sheets are too big to be moved by simply pushing from the back of the sheet. Imagine thrust sheets as rectangular blocks; the force necessary to push the block forward must overcome the normal force acting on the base of the block.

    Ff = frictional force resisting sliding (sfhL)
    Fn = normal force on base of block (snwL = rgh x wL)
     Ff = Fn
    sf hL = (wL)sn
    sf = wLrgh/Lh = wrg
    assuming a reasonable for rock strength is 250 MPa

    w = sf/rg = 250,000,000/10 x 2500 = 10,000 m = 10 km

     

    Critical Taper


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