   The word Thixotropy is derived from the two words:thixis
    meaning touch,and tropo,meaning to
    change.Therefore,thixotropy means any change that occurs
    by touch.
   The loss of strength of a soil due to remoulding is partly
    due to change in the soil structure and partly due to
    disturbance caused to water molecules in the absorb
    layer.Some are reversible.If a remoulded soil is allowed to
    stand,without loss of water,it may regin some of its lost
    strength.In soil engineering,this gain in strength of the soil
    with passage of time after it has been remolded is called
    thixotropy.
   Thixotropy of soils is of great practical importance
    in soil engineering.For example,when a pile is
    driven in to ground,the loss of strength occurs due
    to disturbance caused.Thixotropy indicates how
    much shear strength will be regained after the pile
    has been driven and left in place for some time.
   A cohesive soil in its natural state of occurance
    has a certain structure.When the structure is
    disturbed,the soil becomes remoulded,and its
    engineering properties change
    considerly.Sensitivityof a soil indicates its
    weakening due to remoulding. It is defined as the
    ratio of undisturbed strength to the remoulded
    strength at the water content
S.no.   Sensitvity   Soil Type
1.      <1.00        Insentive
2.      1.0-2.0      Sensitive
3.      2.0-4.00     Little sensitive
4.      4.0-8.00     Moderately sensitive
5.      8.0-16.0     Extra sensitive
6.      >16.0        Quick
   For most clays,sensitivity lies between 2and
    4.Clays considred sensitive have values between
    4 and 8. In case of sensitive clays,remoulding
    causes a large reduction in strength.Quick clays
    are unsutible. These turn into slurry when
    remoulded.
   High sensitivity in clays is due to a well-devloped
    flocculent srtucture which is disturbed when the
    soil is remoulded.
   Activity of soil is the ratio of plasticity index and
    the percentage of clay fraction(minus 2µ
    size).Thus
 A=Ip/F
 Where Ip=plasticity index,F=clay fraction.
 The clay fraction F is percentage finer than 2µ
  size
   The amount of water in a soil mass depandes
    upon the type of clay mineral present. Activity is a
    measure of the water holding capacity of clayey
    soils.The changes in the volume of a clayey soil
    during swelling or shrinkage depend upon the
    acyivity.
   A number of samples of a particular soil are taken and
    their plasticity index and clay fraction determineded. If
    a plot is obtained between the clay fraction and
    plasticity index,it is observed that all the points for a
    particular soil lie on a straight line
   The slope of the line gives the activity of soil. The
    steeper the slop,the greater the activity. The lines with
    different slopes are obtained for different soils.
140

120

100

 80
                              kaolinite
 60                           Illite
                              Montomorillonite
 40

 20

 0

      0   10   20   30   40
Sr.no   Activity         Soil type

1.      A<0.75           Inactive

2.      A=0.75 to 1.25   Normal

3.      A>1.25           Active
Consistency index

Consistency index

  • 2.
    The word Thixotropy is derived from the two words:thixis meaning touch,and tropo,meaning to change.Therefore,thixotropy means any change that occurs by touch.  The loss of strength of a soil due to remoulding is partly due to change in the soil structure and partly due to disturbance caused to water molecules in the absorb layer.Some are reversible.If a remoulded soil is allowed to stand,without loss of water,it may regin some of its lost strength.In soil engineering,this gain in strength of the soil with passage of time after it has been remolded is called thixotropy.
  • 3.
    Thixotropy of soils is of great practical importance in soil engineering.For example,when a pile is driven in to ground,the loss of strength occurs due to disturbance caused.Thixotropy indicates how much shear strength will be regained after the pile has been driven and left in place for some time.
  • 5.
    A cohesive soil in its natural state of occurance has a certain structure.When the structure is disturbed,the soil becomes remoulded,and its engineering properties change considerly.Sensitivityof a soil indicates its weakening due to remoulding. It is defined as the ratio of undisturbed strength to the remoulded strength at the water content
  • 6.
    S.no. Sensitvity Soil Type 1. <1.00 Insentive 2. 1.0-2.0 Sensitive 3. 2.0-4.00 Little sensitive 4. 4.0-8.00 Moderately sensitive 5. 8.0-16.0 Extra sensitive 6. >16.0 Quick
  • 7.
    For most clays,sensitivity lies between 2and 4.Clays considred sensitive have values between 4 and 8. In case of sensitive clays,remoulding causes a large reduction in strength.Quick clays are unsutible. These turn into slurry when remoulded.  High sensitivity in clays is due to a well-devloped flocculent srtucture which is disturbed when the soil is remoulded.
  • 9.
    Activity of soil is the ratio of plasticity index and the percentage of clay fraction(minus 2µ size).Thus  A=Ip/F  Where Ip=plasticity index,F=clay fraction.  The clay fraction F is percentage finer than 2µ size
  • 10.
    The amount of water in a soil mass depandes upon the type of clay mineral present. Activity is a measure of the water holding capacity of clayey soils.The changes in the volume of a clayey soil during swelling or shrinkage depend upon the acyivity.
  • 11.
    A number of samples of a particular soil are taken and their plasticity index and clay fraction determineded. If a plot is obtained between the clay fraction and plasticity index,it is observed that all the points for a particular soil lie on a straight line  The slope of the line gives the activity of soil. The steeper the slop,the greater the activity. The lines with different slopes are obtained for different soils.
  • 12.
    140 120 100 80 kaolinite 60 Illite Montomorillonite 40 20 0 0 10 20 30 40
  • 13.
    Sr.no Activity Soil type 1. A<0.75 Inactive 2. A=0.75 to 1.25 Normal 3. A>1.25 Active