Anchored Sheet Pile Design (Sand)
Design of Anchored Sheet Pile Wall Penetrating Sand DESIGN OF ANCHORED SHEET PILE WALL PENETRATING SAND Enter the value of the angle of shearing resistance of sand ( f ) degrees Enter the value of the dry unit weight of sand ( g d ) kN/m 3 Enter the value of the saturated unit weight of sand ( g sat ) kN/m 3 Enter the sheet pile depth to sea level (L 1 ) m Enter the sheet pile depth from sea level to dredge line (L 2 ) m Enter the depth of anchor tie rod from ground surface (h 1 ) m Enter the distance between anchor tie rod and sea level (h 2 ) m the value of the effective unit weight of sand g sub = g sat - ( g w = 9.81 kN/m 3 ) = kN/m 3 coefficien