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Soil Pressure Reference (Only for Tied-Back Piles)

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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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