Hydrostatic Pressure Due to Unbalanced Groundwater Levels Sample Clauses

Hydrostatic Pressure Due to Unbalanced Groundwater Levels. Hydrostatic pressure shall be assumed on secant/tangent pile and sheet pile shoring if the base of the excavation extends below the water table and no drainage system is installed behind the shoring. • Weep holes are not considered an effective drainage system, unless the soil behind the shoring above the dredge line is uniformly free-draining granular material.
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