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1
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Chenab College of Engineering & Technology
Gujranwala
Department of Civil Engineering
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3 3
Presentation Topic
“Liquefaction of Soil”
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4 4
Presented To:
Engr. Shahid Hameed
Presented By:
Shahzaib Mughal (2017-UET-CCET-CIVIL-09)
Touqeer Tajjamul (2017-UET-CCET-CIVIL-13)
Hassan Ur Rehman (2017-UET-CCET-CIVIL-18)
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5 5
Table of Contents
Definition
Introduction
Causes
Types of Soil Liquefaction
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6 6
Effects on Ground/Buildings
Mechanism of Soil Liquefaction
Removal of soil liquefaction
Conclusion
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7 7
Definition
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8
What is Liquefaction?
8
A phenomenon whereby a saturated or partially saturated
soil substantially loses strength and stiffness in response to
an applied stress, usually earthquake shaking or other sudden
change in stress condition, causing it to behave like a liquid
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9
What is Soil Liquefaction?
9
Soil Liquefaction a phenomenon whereby saturated or
partially saturated soil substantially losses strength and
stiffness in response to an applied the stress, usually
earthquake shaking or other sudden change in stress
condition.
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1010
Introduction
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11
Liquefaction of Soil
11
Soils behave like a liquid. How and why?
To understand the above phenomenon:
some basics required regarding:
Total stress, (σt)
Pore water pressure (u)
Effective stress (σeff )
σt= σeff + u σeff = σt- u
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12
When does it occurs??
12
When the effective stress of soil is reduced to essentially zero, which
corresponds to a complete loss of shear strength
May be initiated by
– Monotonic Loading
– Cyclic loading
– Shock loadings(EQs)
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1313
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1414
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1515
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1616
Causes of Soil Liquefaction
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1717
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1818
Types of Soil Liquefaction
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19
Types of Liquefaction
19
There are two types of soil liquefaction
Flow Liquefaction
Cyclic Liquefaction
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20
Flow Liquefaction
20
Flow liquefaction is a phenomenon in which the static equilibrium is
destroyed by static or dynamic loads in a soil deposit with low
residual strength. Residual strength is the strength of a liquefied soil.
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21
Cyclic Liquefaction
21
'Cyclic liquefaction' is the state of soil when large shear strains have
accumulated in response to cyclic loading. This is a soil test-based definition,
usually performed via cyclic triaxial and cyclic direct simple shear.
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2222
Effects of Soil Liquefaction
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23
Effect of Liquefaction
23
The effect of soil like on the built environment can be extremely damaging.
Bridge and large building constructed on pile foundation may lose support
from the adjacent soil and buckle or com to rest at a tilt after shaking.
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2424
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25
Earthquake
25
An earthquake is the shaking of the surface of the Earth, resulting
from the sudden release of energy in the Earth's lithosphere that
creates seismic waves. Earthquakes can range in size from those that
are so weak that they cannot be felt to those violent enough to toss
people around and destroy whole cities.
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26
Earthquake Effect
26
The effect of Earthquake include ,but are not limited to, the
following:
Landslides
Fires
Soil Liquefaction
Tsunami
Floods
Human Impact
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27
Earthquake Effect
27
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2828
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29
How It Works??
29
When the seismic waves pass through the soil, the vibrations cause
the individual grains in the soil to
move around and
re-adjust their positions
This ultimately results in a decrease in volume of the soil mass as
the grains pack more tightly together
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30
Landslides
30
The term landslide or, less frequently, landslip, refers to
several forms of mass wasting that include a wide range of
ground movements, such as rock falls, deep-seated slope
failures, mudflows and debris flows.
31
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32
Tsunami
32
A tsunami or tidal wave, also known as a seismic sea wave, is
a series of waves in a water body caused by the displacement
of a large volume of water, generally in an ocean or a large
lake. Earthquakes, volcanic eruptions and other underwater
explosions
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3333
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3434
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3535
Method To Reduce Soil Liquefaction
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36
Providing Deep Foundations
36
The structures should be supported on deep foundations such
as piles, that extend through liquefiable soil to deeper and
stable strata. Since such piles will not be able to resist lateral
loads in the liquefiable soil, other measures should be adopted
to resist lateral loads.
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37
Compaction of Soil
37
Compacting the soil and increasing its relative density. Compaction
is usually done by means of vibratory rollers, compaction piles,
vibroflotation, blasting, etc. The extent to which the compaction
should be done is ascertained by estimating the required SPT No. to
prevent liquefaction for that soil for the design earthquake.
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38
Grouting the Soil
38
In this method, the soil is stabilized by injecting chemicals or cement
grout into the soil. This method is sometimes used at sites where
buildings already exist and other methods cannot be used.
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3939
Shallow Foundation Aspect
it is important that all foundation element in shallow foundation are tied
together to make the foundation move or settlement uniformly, thus decrease the amount of
shear force induced in the structural elements resting upon the foundation
Deep Foundation Aspect
liquefaction can cause large lateral load on pile foundation. pile driven through a weak
potentially soil layer to a stronger layer not only have to carry vertical load from the
superstructure, but must also be able resist horizontal load and bending moments induced
by lateral movement if the weak layer liquefies
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4040
Mechanism of Soil Liquefaction
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41
Mechanism of Soil Liquefaction
41
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4242
Conclusion
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4343
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44
THANK YOU!

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Soil Liquifaction

  • 1. Click to edit Master title style 1
  • 2. Click to edit Master title style 2 2 Chenab College of Engineering & Technology Gujranwala Department of Civil Engineering
  • 3. Click to edit Master title style 3 3 Presentation Topic “Liquefaction of Soil”
  • 4. Click to edit Master title style 4 4 Presented To: Engr. Shahid Hameed Presented By: Shahzaib Mughal (2017-UET-CCET-CIVIL-09) Touqeer Tajjamul (2017-UET-CCET-CIVIL-13) Hassan Ur Rehman (2017-UET-CCET-CIVIL-18)
  • 5. Click to edit Master title style 5 5 Table of Contents Definition Introduction Causes Types of Soil Liquefaction
  • 6. Click to edit Master title style 6 6 Effects on Ground/Buildings Mechanism of Soil Liquefaction Removal of soil liquefaction Conclusion
  • 7. Click to edit Master title style 7 7 Definition
  • 8. Click to edit Master title style 8 What is Liquefaction? 8 A phenomenon whereby a saturated or partially saturated soil substantially loses strength and stiffness in response to an applied stress, usually earthquake shaking or other sudden change in stress condition, causing it to behave like a liquid
  • 9. Click to edit Master title style 9 What is Soil Liquefaction? 9 Soil Liquefaction a phenomenon whereby saturated or partially saturated soil substantially losses strength and stiffness in response to an applied the stress, usually earthquake shaking or other sudden change in stress condition.
  • 10. Click to edit Master title style 1010 Introduction
  • 11. Click to edit Master title style 11 Liquefaction of Soil 11 Soils behave like a liquid. How and why? To understand the above phenomenon: some basics required regarding: Total stress, (σt) Pore water pressure (u) Effective stress (σeff ) σt= σeff + u σeff = σt- u
  • 12. Click to edit Master title style 12 When does it occurs?? 12 When the effective stress of soil is reduced to essentially zero, which corresponds to a complete loss of shear strength May be initiated by – Monotonic Loading – Cyclic loading – Shock loadings(EQs)
  • 13. Click to edit Master title style 1313
  • 14. Click to edit Master title style 1414
  • 15. Click to edit Master title style 1515
  • 16. Click to edit Master title style 1616 Causes of Soil Liquefaction
  • 17. Click to edit Master title style 1717
  • 18. Click to edit Master title style 1818 Types of Soil Liquefaction
  • 19. Click to edit Master title style 19 Types of Liquefaction 19 There are two types of soil liquefaction Flow Liquefaction Cyclic Liquefaction
  • 20. Click to edit Master title style 20 Flow Liquefaction 20 Flow liquefaction is a phenomenon in which the static equilibrium is destroyed by static or dynamic loads in a soil deposit with low residual strength. Residual strength is the strength of a liquefied soil.
  • 21. Click to edit Master title style 21 Cyclic Liquefaction 21 'Cyclic liquefaction' is the state of soil when large shear strains have accumulated in response to cyclic loading. This is a soil test-based definition, usually performed via cyclic triaxial and cyclic direct simple shear.
  • 22. Click to edit Master title style 2222 Effects of Soil Liquefaction
  • 23. Click to edit Master title style 23 Effect of Liquefaction 23 The effect of soil like on the built environment can be extremely damaging. Bridge and large building constructed on pile foundation may lose support from the adjacent soil and buckle or com to rest at a tilt after shaking.
  • 24. Click to edit Master title style 2424
  • 25. Click to edit Master title style 25 Earthquake 25 An earthquake is the shaking of the surface of the Earth, resulting from the sudden release of energy in the Earth's lithosphere that creates seismic waves. Earthquakes can range in size from those that are so weak that they cannot be felt to those violent enough to toss people around and destroy whole cities.
  • 26. Click to edit Master title style 26 Earthquake Effect 26 The effect of Earthquake include ,but are not limited to, the following: Landslides Fires Soil Liquefaction Tsunami Floods Human Impact
  • 27. Click to edit Master title style 27 Earthquake Effect 27
  • 28. Click to edit Master title style 2828
  • 29. Click to edit Master title style 29 How It Works?? 29 When the seismic waves pass through the soil, the vibrations cause the individual grains in the soil to move around and re-adjust their positions This ultimately results in a decrease in volume of the soil mass as the grains pack more tightly together
  • 30. Click to edit Master title style 30 Landslides 30 The term landslide or, less frequently, landslip, refers to several forms of mass wasting that include a wide range of ground movements, such as rock falls, deep-seated slope failures, mudflows and debris flows.
  • 31. 31
  • 32. Click to edit Master title style 32 Tsunami 32 A tsunami or tidal wave, also known as a seismic sea wave, is a series of waves in a water body caused by the displacement of a large volume of water, generally in an ocean or a large lake. Earthquakes, volcanic eruptions and other underwater explosions
  • 33. Click to edit Master title style 3333
  • 34. Click to edit Master title style 3434
  • 35. Click to edit Master title style 3535 Method To Reduce Soil Liquefaction
  • 36. Click to edit Master title style 36 Providing Deep Foundations 36 The structures should be supported on deep foundations such as piles, that extend through liquefiable soil to deeper and stable strata. Since such piles will not be able to resist lateral loads in the liquefiable soil, other measures should be adopted to resist lateral loads.
  • 37. Click to edit Master title style 37 Compaction of Soil 37 Compacting the soil and increasing its relative density. Compaction is usually done by means of vibratory rollers, compaction piles, vibroflotation, blasting, etc. The extent to which the compaction should be done is ascertained by estimating the required SPT No. to prevent liquefaction for that soil for the design earthquake.
  • 38. Click to edit Master title style 38 Grouting the Soil 38 In this method, the soil is stabilized by injecting chemicals or cement grout into the soil. This method is sometimes used at sites where buildings already exist and other methods cannot be used.
  • 39. Click to edit Master title style 3939 Shallow Foundation Aspect it is important that all foundation element in shallow foundation are tied together to make the foundation move or settlement uniformly, thus decrease the amount of shear force induced in the structural elements resting upon the foundation Deep Foundation Aspect liquefaction can cause large lateral load on pile foundation. pile driven through a weak potentially soil layer to a stronger layer not only have to carry vertical load from the superstructure, but must also be able resist horizontal load and bending moments induced by lateral movement if the weak layer liquefies
  • 40. Click to edit Master title style 4040 Mechanism of Soil Liquefaction
  • 41. Click to edit Master title style 41 Mechanism of Soil Liquefaction 41
  • 42. Click to edit Master title style 4242 Conclusion
  • 43. Click to edit Master title style 4343
  • 44. Click to edit Master title style 44 THANK YOU!