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Compressibility
Consolidation
Compaction
1
6
COMPACTION
2
What is compaction?
A simple ground improvement technique, where the soil is densified
through external compactive effort.
Compaction is the application of energy to soil to reduce the void
ratio
This is usually required for fill materials, and is sometimes used
for natural soils
3
Purposes of Compaction
 Compaction reduces settlements under working loads
 decreases the amount of undesirable settlement of structures
 Compaction increases the strength characteristics of soils
 increase the bearing capacity of foundations constructed over them
 increases the stability of slopes of embankments
 Compaction makes water flow through soil more difficult
 Compaction can prevent liquefaction during earthquakes
4
at w = 0,
at w = w1
The moisture content at which the maximum dry unit weight is attained
is generally referred to as the optimum moisture content.
5
6
(a) mold; (b) hammer
7
8
9
10
11
12
13
Factors affecting Compaction
The main factors affecting compaction are:
 Moisture content
 •Soil type
 •Compactive effort
14
Soil type
-grain-size distribution,
-shape of the soil
grains,
-specific gravity of soil
solids, and
-amount and type of
clay minerals present
15
Compactive effort
There is no unique curve.
Increasing compactive
effort results in:
•Higher maximum dry
density
• Lower optimum water
content
16
Field Compaction
17
18
Compressibility of soils
One-dimensional consolidation settlement of fine-grained soils
19
A stress increase caused by the construction of foundations or
other loads compresses soil layers.
The compression is caused by
(a) deformation of soil particles,
(b) relocations of soil particles, and
(c) expulsion of water or air from the void spaces.
In general, the soil settlement caused by loads may be divided
into three broad categories:
20
These are
I. Elastic settlement (or immediate settlement), which is caused by
the elastic deformation of dry soil and of moist and saturated soils
without any change in the moisture content.
II. Primary consolidation settlement, which is the result of a volume
change in saturated cohesive soils because of expulsion of the
water that occupies the void spaces.
III. Secondary consolidation settlement, which is observed in saturated
cohesive soils and organic soil and is the result of the plastic
adjustment of soil fabrics.
21
The total settlement of a foundation can then be given as
Note: When foundations are constructed on very compressible clays, the
consolidation settlement can be several times greater than the elastic settlement.
22
Contact Pressure and Settlement Profile
Elastic settlement profile and contact pressure in clay:
( Flexible foundation
Rigid foundation
23
The sand at the edge of a flexible foundation is pushed outward, and the deflection
curve of the foundation takes a concave downward shape.
Elastic settlement profile and contact pressure in sand
flexible foundation
rigid foundation
24
25
The Process of Consolidation - The spring analogy
A: inside area of
the cross section
of the cylinder
Ps : load carried by
the spring
Pw: load carried
by the water
26
27
28
1D- Laboratory Consolidation Test
(oedometer test)
Purpose of the test
-to obtain soil data which is used in predicting the rate
and amount of settlement of structures founded on clay
- an apparatus known as an oedometer
29
30
31
32
33
34
The maximum effective past pressure is called the pre-consolidation
pressure. 35
36
37
38
Calculation of primary consolidation settlement
39
40
41
42
43
44
45
46
47
48
Cc = 0.009( LL - 10)
49

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Lecture 6 compaction & consolidation

  • 3. What is compaction? A simple ground improvement technique, where the soil is densified through external compactive effort. Compaction is the application of energy to soil to reduce the void ratio This is usually required for fill materials, and is sometimes used for natural soils 3
  • 4. Purposes of Compaction  Compaction reduces settlements under working loads  decreases the amount of undesirable settlement of structures  Compaction increases the strength characteristics of soils  increase the bearing capacity of foundations constructed over them  increases the stability of slopes of embankments  Compaction makes water flow through soil more difficult  Compaction can prevent liquefaction during earthquakes 4
  • 5. at w = 0, at w = w1 The moisture content at which the maximum dry unit weight is attained is generally referred to as the optimum moisture content. 5
  • 6. 6
  • 7. (a) mold; (b) hammer 7
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  • 14. Factors affecting Compaction The main factors affecting compaction are:  Moisture content  •Soil type  •Compactive effort 14
  • 15. Soil type -grain-size distribution, -shape of the soil grains, -specific gravity of soil solids, and -amount and type of clay minerals present 15
  • 16. Compactive effort There is no unique curve. Increasing compactive effort results in: •Higher maximum dry density • Lower optimum water content 16
  • 18. 18
  • 19. Compressibility of soils One-dimensional consolidation settlement of fine-grained soils 19
  • 20. A stress increase caused by the construction of foundations or other loads compresses soil layers. The compression is caused by (a) deformation of soil particles, (b) relocations of soil particles, and (c) expulsion of water or air from the void spaces. In general, the soil settlement caused by loads may be divided into three broad categories: 20
  • 21. These are I. Elastic settlement (or immediate settlement), which is caused by the elastic deformation of dry soil and of moist and saturated soils without any change in the moisture content. II. Primary consolidation settlement, which is the result of a volume change in saturated cohesive soils because of expulsion of the water that occupies the void spaces. III. Secondary consolidation settlement, which is observed in saturated cohesive soils and organic soil and is the result of the plastic adjustment of soil fabrics. 21
  • 22. The total settlement of a foundation can then be given as Note: When foundations are constructed on very compressible clays, the consolidation settlement can be several times greater than the elastic settlement. 22
  • 23. Contact Pressure and Settlement Profile Elastic settlement profile and contact pressure in clay: ( Flexible foundation Rigid foundation 23
  • 24. The sand at the edge of a flexible foundation is pushed outward, and the deflection curve of the foundation takes a concave downward shape. Elastic settlement profile and contact pressure in sand flexible foundation rigid foundation 24
  • 25. 25
  • 26. The Process of Consolidation - The spring analogy A: inside area of the cross section of the cylinder Ps : load carried by the spring Pw: load carried by the water 26
  • 27. 27
  • 28. 28
  • 29. 1D- Laboratory Consolidation Test (oedometer test) Purpose of the test -to obtain soil data which is used in predicting the rate and amount of settlement of structures founded on clay - an apparatus known as an oedometer 29
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  • 35. The maximum effective past pressure is called the pre-consolidation pressure. 35
  • 36. 36
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  • 39. Calculation of primary consolidation settlement 39
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  • 48. 48
  • 49. Cc = 0.009( LL - 10) 49