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  • Users: JordanPyle
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  1. JordanPyle

    Retaining Wall Friction Angle in 'At Rest' Condition

    Hi, I am designing a timber pole propped cantilever retaining wall for the 'At Rest' condition. For a static/long-term analysis, what wall friction would we expect? For an active case I would usually use 1/3 to 2/3 of the soil internal angle of friction, but for the at rest case there is...
  2. JordanPyle

    Retaining Wall Friction In 'At Rest' Condition

    Hi, I am designing a timber pole propped cantilever retaining wall for the 'At Rest' condition. For a static/long-term analysis, what wall friction angle should I design for? For an active case I would usually use 2/3 of the soil internal angle of friction, but for the at rest case there is...

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