Soil Testing Flashcards

1
Q

Wet Sieving

A
  • Seperate fine from coarse grains by washing soil on sieves
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2
Q

Dry sieving

A
  • Shake through sieves of descending size
  • Retained on sieves is weighed and recorded
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3
Q

Hydrometer Analysis

A
  • Different grain sizes fall through liquids at different velocities
  • Grain reaches terminal velocity by stocks law
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4
Q

Compaction

A
  • Densification of soils by removing air
  • Increate strength, stability and reduce frost damage by water removal
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5
Q

Variables of compaction

A

1 - Dry density/weight
2- Water content
3 - Compactive effort
4 - Soil type

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6
Q

Standard Proctor Test

A
  • 2.4kg hammer method
  • 300mm drop
  • 27 blows/layer
  • 3 layers
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7
Q

Elevation head (he)

A

Height of a point above a reference point level

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8
Q

Total head (h)

A

Water pressure in height of column of water above datum level

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9
Q

Coefficient of permeability (k)

A

Discharge velocity of water flow in soil under action of a unit hydraulic gradiant (m/s)

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10
Q

Discharge velocity (v)

A

Mean velocity of flow of water related to the cross-sectional area which it flows

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11
Q

Hydraulic gradient (i)

A
  • Ratio of the difference in total head on either side of a soil layer
  • To thickness of layer measured in direction of flow
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12
Q

Shear Strength of Soil

A
  • When max strength is reach soil fails
  • Particles either roll along each other (up and down along the direction) or slide flat along the top
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13
Q

Importance of Shear Strength

A
  • When building upon it need to know limitations
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14
Q

Factors Affecting Shear Strength

A
  • Frictions and cohesion (interlocking and bonding)
  • Soil compaction
  • Inital state
  • Structure
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15
Q

Shear Strength Testing

A
  • Direct shear test
  • Triaxial test
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16
Q

Direct Shear (shear box) Test

A
  • Soil put in metal shear box
  • Box is split into two halves horizontally
  • Normal force applied at top of box
  • Shear foce applied by moving one half of the box relative to other to cause failure in soil
  • Pros: quick, simple, easy to prepare, easy to analyse
  • Cons: fails from chosen plain not weakest, failure may not always be horizontal
17
Q

Pressure Head

A

Height of which the water rises in the piezometer above the point.

18
Q

Max dry density (Pd max)

A

Max density a soil can reach using compaction

19
Q

Optimum water content (W opt)

A

Water content needed to allow soil to reach max dry unit weight following compaction