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1 GLG310 Structural Geology 4 September 2013 http://vyanks.blogspot.com/2010/08/traffic-jams.html Vectors Coordinate Length Direction Components Addition

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1

GLG310 Structural Geology

4 September 2013 http://vyanks.blogspot.com/2010/08/traffic-jams.html

Vectors

Coordinate

Length

Direction

Components

Addition

2

4 September 2013 http://vyanks.blogspot.com/2010/08/traffic-jams.html

Vectors

Coordinate

Length

Direction

Components

Addition

4 September 2013 http://vyanks.blogspot.com/2010/08/traffic-jams.html

Vectors

Coordinate

Length

Direction

Components

Addition

3

4 September 2013 http://vyanks.blogspot.com/2010/08/traffic-jams.html

Vectors

Coordinate

Length

Direction

Components

Addition

4 September 2013 GLG310 Structural Geology

Displacement vector

Position 1: x1,y1,z1

Position 2: x2,y2,z2

Dx =

Dy =

Dz =

4

4 September 2013 GLG310 Structural Geology

Displacement field

(continuous and uniform)

4 September 2013 GLG310 Structural Geology

Displacement field

(continuous and nonuniform)

5

4 September 2013 GLG310 Structural Geology

Displacement field

(discontinuous and nonuniform)

Discontinuity

GLG310 Structural Geology

Deformation and

displacement gradients

profile

Displacement

vectors caused by

dike inflation at

Kilauea

6

4 September 2013

Consider a profile from point 1 to point 2:

x locations

u is velocity. x and u are positively increasing to the right

4 September 2013 GLG310 Structural Geology

Deformation rates

If we take the Kilauea example as a representative geologic

deformation rate (and it is), how long would it take to build a

structure like that shown below?

7

4 September 2013 GLG310 Structural Geology

7.5x105 yr

750,000 yrs!

GLG310 Structural Geology

Determine the magnitude of shortening (e) of this bed assuming

that it was originally planar

If a reasonable shortening rate is –1 x 10-7/yr, how long would it

take to make these folds?

8

4 September 2013 GLG310 Structural Geology

Moving from 1 to 2 to 3

dimensional deformation • E and s as we have

defined them in the last two lectures are 1 dimensional (measured along lf).

• In a deformed material; however, we can define the minimum and maximum stretches and they will be perpendicular

Smin=lfmin/l0

Smax=lfmax/l0

l0

l0

lfmax

lfmin

4 September 2013 GLG310 Structural Geology

Principal stretches

Sphere Ellipsoid

In 3D, S1 is max,

S3 is min, and S2 is

intermediate

Cube Prism

9

GLG310 Structural Geology

Measured stretch ratios in rocks from

around the world

“Flattening”

More common

“C

on

stri

ctio

n”

-Suppe, 1985

4 September 2013 GLG310 Structural Geology

Deformed

trilobites

do exist!

Draw the

stretch

ellipse for

each

10

GLG310 Structural Geology

Pro

gre

ssiv

e s

tra

in

His

tory

of

regio

nal

def

orm

ati

on

in

sou

ther

n A

rizo

na