UNIVERSITY OF MYSORE
DEPARTMENT OF STUDIES IN
     EARTH SCIENCE
SUBJECT: BASICS OF EARTH SCIENCE
   TOPIC: ROCK DEFORMATION
                        PRESENTED TO:
                        DARSHAN
                        FACULTY
                        UNIVERSITY OF
                        MYSORE
ROCK DEFORMATION
  Structural Geology
            ROCK DEFORMATION:
    A process of changing or transformation of rocks
                  due to stress and heat.
 Within the Earth rocks are continually being
 subjected to forces that tend to bend them, twist
 them, or fracture them. When rocks bend, twist
 or fracture we say that they deform (change
 shape or size). The forces that cause deformation
 of rock are referred to as stresses (Force/unit
 area). So, to understand rock deformation we
 must first explore these forces or stresses.
If stress is not equal from all
directions then we say that
the stress is a differential
stress.
Three kinds of differential stress
occur.
1.   Tensional stress (or extensional
     stress), which stretches rock;
2.   Compressional stress, which
     squeezes rock; and
3.   Shear stress, which result in
     slippage and translation.
    STAGES OF DEFORMATION:
When a rock is subjected to increasing
stress it passes through 3 successive stages
of deformation.
• Elastic Deformation - wherein the strain
is reversible.
• Ductile Deformation - wherein the strain
is irreversible.
• Fracture - irreversible strain wherein the
material breaks.
We can divide materials into two classes that
depend on their relative behavior under stress.
• Brittle materials have a small or large region of elastic behavior
but only a small region of ductile behavior before they fracture.
• Ductile materials have a small region of elastic behavior and a
large region of ductile behavior before they fracture.
  How a material behaves will depend on
  several factors. Among them are:
• Temperature - At high temperature molecules and their bonds can stretch and move, thus materials will
behave in more ductile manner. At low temperature, materials are brittle.
• Confining Pressure - At high confining pressure materials are less likely to fracture because the pressure
of the surroundings tends to hinder the formation of fractures. At low confining stress, material will be
brittle and tend to fracture sooner.
• Strain rate - At high strain rates material tends to fracture. At low strain rates more time is available for
individual atoms to move and therefore ductile behavior is favored
• Composition - Some minerals, like quartz, olivine, and feldspars are very brittle. Others, like clay
minerals, micas, and calcite are more ductile. This is due to the chemical bond types that hold them
together.
 TYPES OF DEFORMATION:
1.FOLDS
2.FAULTS
3.JOINTS
                             FOLDS:
     Flat lying sedimentary & volcanic rocks are often
        bent into a series of wave-like undulations.
TYPES OF FOLDS:
1.   Anticline: linear, strata normally dip away from axial
     center, oldest strata in center.
2.   Syncline: linear, strata normally dip toward axial center,
     youngest strata in center.
3.   Antiform: linear, strata dip away from axial center, age
     unknown, or inverted.
TYPES OF FOLDS:
                         FAULTS:
       A fault is a fracture or zone of fractures between
      two blocks of rock. Faults allow the blocks to move
                        relative to each other.
TYPES OF FAULTS:
•    Normal (extensional) faults
•    Reverse or thrust (compressional) faults
•   Strike-slip (shearing) faults.
TYPES OF FAULTS:
                         JOINTS:
Joint, in geology, a brittle-fracture surface in rocks along which
  little or no displacement has occurred. Present in nearly all
  surface rocks, joints extend in various directions, generally
          more toward the vertical than to the horizontal.
TYPES OF JOINTS:
•   Non systematic joints
•   Systematic joints
•   Columnar jointing
THANK YOU ALL.
        PRESENTED BY:
        BHOOMIKA.R
        1ST M.COM ‘B’
        (Open Elective Student)
        UNIVERSITY OF MYSORE.