Soil Pressure Reference (Only for Tied-Back Piles) |
  
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Soil Pressure Reference (Only for Tied-Back Piles) |
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Last revised: Thursday, January 29, 2026 at 02:42 PM
Displays the loading diagram that is applied to the 2D Frame analysis model, as well as the derivation of the pressure values.
| H: | Retained height |
| Th1...Thn: | Tie-back reactions |
| H1...Hn: | Dimensions used to locate tiebacks |
| R: | Lateral reaction at base |
| p: | Maximum pressure intensity as determined by [Ka_horiz * Gamma * H + Surcharge * Ka_horiz] * Pile Spacing * Multiplier on Ka * Gamma * H |
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