Lateral and Uplift Load Resistance Without Rock Anchors Sample Clauses

Lateral and Uplift Load Resistance Without Rock Anchors. ‌ ▪ Neglect passive earth pressure for lateral load resistance ▪ Use a concrete/rock interface coefficient of friction of 0.7 for foundations on level bedrock. The resisting interface force is 0.7 times the normal load on the base of the foundation. ▪ The normal load should include the buoyant unit weight of concrete for the portion below the ground surface, regular weight concrete above ground surface, and the tower dead load ▪ Improve concrete/bedrock interface sliding resistance by anchoring, doweling, or benching if the prepared bedrock surface is sloped steeper than 4:1 (H:V) in any direction
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