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Unit 7: Mechanically
Stabilized Earth
By
DM Bester
Faculty of Engineering and the Built Environment
Faculty of Engineering and the Built Environment
What holds it together:
•abc
Faculty of Engineering and the Built Environment
What holds it together:
•Friction
•Molecular Bonds
•Cement
•Love
Faculty of Engineering and the Built Environment
•abc
Faculty of Engineering and the Built Environment
Soil has endless sliding
planes:
Faculty of Engineering and the Built Environment
Look at this sample and
apply a vertical force
Faculty of Engineering and the Built Environment
Analysis a
horizontal
failure plane
Faculty of Engineering and the Built Environment
Analysis at a angle the failure plane – the
greater the failure plane the more the
vertical force contributes to shear stress and
the less it adds to shear strength
Faculty of Engineering and the Built Environment
If shear stress exceeds the strength
sliding occurs – material has failed:
Faculty of Engineering and the Built Environment
Granular materials cannot stand vertically –
the weight is enough to cause shear failure:
Faculty of Engineering and the Built Environment
Pore sand out on a table – the
pile forms a slope:
Faculty of Engineering and the Built Environment
Angle of the slope is called angle of repose – this is
the steepest angle at which the soil can naturally
rest – in other words this is slope at which the shear
stresses with in the soil due to its own weight are
exactly equal to the shear strength caused by
internal friction – any steeper and the soil will slide.
Faculty of Engineering and the Built Environment
Lets look at a sample of soil
and put in back into ground:
Faculty of Engineering and the Built Environment
Now the soil around our sample
can apply horizontal pressure:
Faculty of Engineering and the Built Environment
This is called confining pressure, and it
helps to balance out vertical forces like the
weight of the soil itself. This confining
pressure is the reason that granular material
can be stable at a slope, but usually won’t
be stable vertically.
Faculty of Engineering and the Built Environment
This can be a problem if you are trying to
build an earth structure for two reasons.
Faculty of Engineering and the Built Environment
1) It takes about twice as much material
than if you are using something that can
stand vertically.
Faculty of Engineering and the Built Environment
2) Space – in crowded cities, space is at a
premium. If you are building an eart
structure every meter you go up in height,
you have to go out that far as well, or even
further:
Faculty of Engineering and the Built Environment
So what’s a Geotechnical
Engineer to do?
• What if there was a way
to add confining pressure
to the soil, without having
to build on a slope.
Faculty of Engineering and the Built Environment
Answer - Reinforced earth!
Just like rebar in concrete, you
can create an incredibly strong
composite material with soil just
by adding reinforcing elements. A
wall created in this way is called
mechanically stabilized earth or
MSE.
Faculty of Engineering and the Built Environment
If you look closely, MSE
walls are everywhere:
Faculty of Engineering and the Built Environment
Example:
Faculty of Engineering and the Built Environment
Just soil = failure:
Faculty of Engineering and the Built Environment
MSE:
•abc
Faculty of Engineering and the Built Environment
So what is
happening?
The tension in the
reinforcement is
generating
confining pressure
in the soil.
Faculty of Engineering and the Built Environment
This pressure
acts
perpendicularly to
the failure planes,
increasing the
shear strength:
Faculty of Engineering and the Built Environment
Building an MSE wall works exactly
the same way, and they are primarily
used in highway projects:
Faculty of Engineering and the Built Environment
Compacted soil is added in layers with
reinforcing elements in between each
layer:
Faculty of Engineering and the Built Environment
Most MSE walls ahs a facing of interlocked
concrete panels usually with some kind of
pattern, and these facing systems are what
make them so recognizable:
Faculty of Engineering and the Built Environment

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Unit 7 - Mechanically Stabilized Earth.ppt

  • 1. Unit 7: Mechanically Stabilized Earth By DM Bester Faculty of Engineering and the Built Environment
  • 2. Faculty of Engineering and the Built Environment What holds it together: •abc
  • 3. Faculty of Engineering and the Built Environment What holds it together: •Friction •Molecular Bonds •Cement •Love
  • 4. Faculty of Engineering and the Built Environment •abc
  • 5. Faculty of Engineering and the Built Environment Soil has endless sliding planes:
  • 6. Faculty of Engineering and the Built Environment Look at this sample and apply a vertical force
  • 7. Faculty of Engineering and the Built Environment Analysis a horizontal failure plane
  • 8. Faculty of Engineering and the Built Environment Analysis at a angle the failure plane – the greater the failure plane the more the vertical force contributes to shear stress and the less it adds to shear strength
  • 9. Faculty of Engineering and the Built Environment If shear stress exceeds the strength sliding occurs – material has failed:
  • 10. Faculty of Engineering and the Built Environment Granular materials cannot stand vertically – the weight is enough to cause shear failure:
  • 11. Faculty of Engineering and the Built Environment Pore sand out on a table – the pile forms a slope:
  • 12. Faculty of Engineering and the Built Environment Angle of the slope is called angle of repose – this is the steepest angle at which the soil can naturally rest – in other words this is slope at which the shear stresses with in the soil due to its own weight are exactly equal to the shear strength caused by internal friction – any steeper and the soil will slide.
  • 13. Faculty of Engineering and the Built Environment Lets look at a sample of soil and put in back into ground:
  • 14. Faculty of Engineering and the Built Environment Now the soil around our sample can apply horizontal pressure:
  • 15. Faculty of Engineering and the Built Environment This is called confining pressure, and it helps to balance out vertical forces like the weight of the soil itself. This confining pressure is the reason that granular material can be stable at a slope, but usually won’t be stable vertically.
  • 16. Faculty of Engineering and the Built Environment This can be a problem if you are trying to build an earth structure for two reasons.
  • 17. Faculty of Engineering and the Built Environment 1) It takes about twice as much material than if you are using something that can stand vertically.
  • 18. Faculty of Engineering and the Built Environment 2) Space – in crowded cities, space is at a premium. If you are building an eart structure every meter you go up in height, you have to go out that far as well, or even further:
  • 19. Faculty of Engineering and the Built Environment So what’s a Geotechnical Engineer to do? • What if there was a way to add confining pressure to the soil, without having to build on a slope.
  • 20. Faculty of Engineering and the Built Environment Answer - Reinforced earth! Just like rebar in concrete, you can create an incredibly strong composite material with soil just by adding reinforcing elements. A wall created in this way is called mechanically stabilized earth or MSE.
  • 21. Faculty of Engineering and the Built Environment If you look closely, MSE walls are everywhere:
  • 22. Faculty of Engineering and the Built Environment Example:
  • 23. Faculty of Engineering and the Built Environment Just soil = failure:
  • 24. Faculty of Engineering and the Built Environment MSE: •abc
  • 25. Faculty of Engineering and the Built Environment So what is happening? The tension in the reinforcement is generating confining pressure in the soil.
  • 26. Faculty of Engineering and the Built Environment This pressure acts perpendicularly to the failure planes, increasing the shear strength:
  • 27. Faculty of Engineering and the Built Environment Building an MSE wall works exactly the same way, and they are primarily used in highway projects:
  • 28. Faculty of Engineering and the Built Environment Compacted soil is added in layers with reinforcing elements in between each layer:
  • 29. Faculty of Engineering and the Built Environment Most MSE walls ahs a facing of interlocked concrete panels usually with some kind of pattern, and these facing systems are what make them so recognizable:
  • 30. Faculty of Engineering and the Built Environment