KULIAH SIPIL

Design of Cantilever Sheet Pile Wall Penetrating Sand DESIGN OF CANTILEVER TYPE SHEET PILE 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 the value of the effective unit weight of sand g sub = g sat - ( g w = 9.81 kN/m 3 ) = kN/m 3 coefficient of active earth pressure (K a ) = (1 - sin f ) / (1 + sin f ) = coefficient of passive earth pressure (K p ) = (1 + sin f ) / (1 - sin f ) =

Single Circular Pile in Cohesionless Soil, SI Units <!--webbot BOT="GeneratedScript" PREVIEW=" " startspan Single Circular Pile Installed in Cohesionless Soil SI Units The following program calculates the ultimate bearing capacity for a single pile. Point resistance and skin friction are the two components of pile bearing capacity. Q u = Q point + Q skin Input Design Parameters Enter the diameter of the pile (d) m Enter the depth of the pile (L) m Enter the factor of safety with respect to bearing capacity (FS) Enter the angle of shearing resistance (f ) degrees Enter the saturated unit weight of the sand ( g sat ) kN/m 3 Enter the bulk unit weight of the sand ( g bulk ) kN/m 3 Enter the depth of the ground water table (D GWT ) m NEXT Point Resistance    

Concrete Mix Design - Weight Method, SI Units, Non-Air-Entrained Concrete 1) SLUMP Recommended slumps for various types of construction Types of construction Maximum Slump (mm) Minimum Slump (mm) Reinforced foundation walls and footings 75 25 Plain footings, caissons, and substructure walls 75 25 Beams and reinforced walls 100 25 Building columns 100 25 Pavements and slabs 75 25 Mass concrete 75 25 Enter (from Table above) slump values: maximum = mm minimum = mm