Q3 Flashcards

(14 cards)

1
Q

What scenarios are there no wall adhesion?

A

interaction between sand and wall

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2
Q

when do you use total stress analysis?

A
  • UU triaxial test done

Unconsolidated, undrained conditions

soil has no dependency on effective stress

radius = Cu = intercept

  • In short term clay ONLY
  • excavation
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3
Q

Label the formula sheet

A
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4
Q

when do you use effective stress analysis?

A

-long term clay + sand

  • permanently
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5
Q

rules for b > or < (da/2)

A

b < da/2

  • Times by b^2
  • Pp/ FOS = Pa + T
    -Don’t start depth at 0m for active/passive anchor plate calcs
  • Diagram has ground surface included

b > da/2

  • Times by (b)(da)
  • Pp/ FOS +T = Pa
  • start depth at 0m for active/passive anchor plate calcs
  • Diagram doesn’t have ground surface included
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6
Q

EX 20-21

X = 15

Clay Cu = 100 kPa

A
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7
Q

EX 22-23

X = 5

SAND: theta’ = 27.32

unit weight of sand = 16
unit weight of clay = 21

Cu of clay = 52.5 kPa

A
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8
Q
A
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9
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10
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11
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12
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13
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14
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