Ground Improvement C: Stabilisation Flashcards

1
Q

What are equations for:
- bulk density
- bulk unit weight
- moisture content
- dry density

A
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2
Q

What test is done for compaction?

A

Nuclear density meter (in-situ measurement)

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3
Q

For this typical compaction curve, what is the acceptable area for maximum dry density?

A

NB. equation for air voids is V_g / V

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4
Q

What is the typical equipment used for ballast compaction?

A
  • Vibrating plate
  • Dynamic track stabiliser
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5
Q

What is the typical equipment used for compaction of each layer of new rail embankment?

A
  • Towed rollers
  • Self-propelled rollers
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6
Q

What is the typical equipment used for compaction of loose in-situ granular soils?

A
  • Vibro compaction (vibroflot)
  • Dynamic compaction
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7
Q

Name the different types of reinforcement techniques for in-situ ground (often for soft clays)

A

Stone columns

Vibrated cement columns

Deep soil mixing (DSM)

Jet grouting

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8
Q

Give an example of how to improve embankment stability

A

Resistance on shear surface increased by adding stone columns

Base geosynthetic reinforcement to further increase stability

Main thing is to stiffen the subgrade

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9
Q

What are the two types of stone column reinforcement techniques?

A

Displacement
- most popular out of the two

Replacement
- water jets used to create the column (very messy)

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10
Q

What is a drawback of the stone column reinforcement technique?

A

Gives a stiffness that is too small to prevent Rayleigh wave development

Unlikely to generate a high enough stiffness for high speed trains traversing low embankments over soft in-situ cohesive soil foundations
- due to critical velocity effects
- columns not stiff enough within the wavelength zone

NB. wouldn’t use technique underneath the track (only underneath the embankment)

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11
Q

Discuss the advantages and disadvantages of the vibro stone column technique for granular soils

A

Advantages:
- vibro poker densifies the sand
- the stone column allows better drainage of excess pore pressures

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12
Q

Discuss the advantages and disadvantages of the vibro stone column technique for cohesive soils

A

Advantages:
- stone column acts as reinforcing element within the soft ground
- columns allow excess pore pressure dissipation

Disadvantages:
- if clay is too soft, the ground won’t hold the column in place
- may get some clay into the column (more than using a sand drain)
- if using the replacement method (instead of displacement), it can get quite messy

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13
Q

Give an overview of the vibrated cement columns (displacement) reinforcement technique

NB. also referred to as vibro concrete columns

A

Similar to stone columns, except cement is used (instead of granular material)

The head of the column is formed into a ‘mushroom’ shape as the vibroflot is removed
- mushroom effect is in denser areas (top/bottom); increases area so more stress comes onto it

A load distribution (transfer) platform is then used to distribute loads onto the columns

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14
Q

What is a drawback of the vibrated cement columns reinforcement technique?

A

Could end up creating differential settlement in between the columns
- due to variations in stiffness

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15
Q

Give an overview of the Deep Soil Mixing (DSM) reinforcement technique?

A

Mechanical technique that improves the ground by mixing the soils in-situ with various materials to form a column

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16
Q

What are the two types of deep soil mixing techniques?

A

Lime columns
- hydrated, powder form

Cement columns
- powder and slurry form

17
Q

Give an overview of the two jet grouting techniques

A

Permeation Jet Grouting
- grout pumped into pore space or natural fissures in the soil

Hydrofracture Jet Grouting
- natural fissures can be opened up or new ones formed by applying high grout pressures

18
Q

For the Ledsgard case study, what technique was used to mitigate for critical velocity through subgrade stiffening?

A

Deep soil mixing (DSM) cement/lime columns were used to stiffen the soil

The columns (mostly around 6/7m) were taken down to a max. depth of 13m below the railhead, to stop Rayleigh wave formation

19
Q

What are the advantages of the compaction grouting technique?

A
  • No big stress wave generated
  • Get a very sturdy foundation solution
20
Q

What are the disadvantages of the dynamic compaction technique?

A
  • May generate stress waves (because a weight is being dropped)
  • May generate liquefaction if there is water in the ground
21
Q

Why couldn’t you use rollers for a weak cohesive soil (describe technique)

A
  • Load applied
  • Excess pore pressure generated; needs time to dissipate
  • Roller would only do top 300/400mm, even if you could compact it