Piles and Piling Calculators

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8 Piles and Piling Categories Allowable Load on Piles Axial Load Capacity of Single Piles Foundation Stability Analysis Group of Piles Laterally Loaded Vertical Piles Shaft Resistance in Cohesionless Soils Shaft Settlement Toe Capacity Load

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Piles and PilingAllowable Load on PilesAllowable Load for Drop Hammer Driven Piles
Allowable Load for Steam Hammer Driven Piles
Height of Drop when Allowable Load for Drop Hammer Driven Piles is Given
Height of Drop when Allowable Load for Steam Hammer Driven Piles is Given
Weight of Hammer when Allowable Load for Drop Hammer Driven Piles is Given
Weight of Hammer when Allowable Load for Steam Hammer Driven Piles is Given
Axial Load Capacity of Single PilesAllowable Load when Safety Factor is Given
Allowable Load when Safety Factors are Given
Pile Capacity
Shaft Resistance when Allowable Load and Safety Factor is Given
Toe Resistance when Allowable Load and Safety Factor is Given
Foundation Stability AnalysisCorrection Factor Nc for Circle and Square
Correction Factor Nc for Rectangle
Correction Factor Nq for Circle and Square
Correction Factor Nq for Rectangle
Correction Factor Ny for Rectangle
Maximum Bearing Pressure for Eccentric Loading Conventional Case
Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
Maximum Soil Pressure
Minimum Bearing Pressure for Eccentric Loading Conventional Case
Net Bearing Capacity for Undrained Loading of Cohesive Soils
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
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Group of PilesAllowable Bearing Pressure on Rock when Allowable Design Load is Given
Allowable Concrete-Rock Bond Stress when Allowable Design Load is Given
Allowable Design Load on Rock Socket
Efficiency Factor for a Group of Piles
Group Drag Load in Pile Group Analysis
Socket Length when Allowable Design Load on Rock Socket is Given
Laterally Loaded Vertical PilesCharacteristic Pile Length for Laterally Loaded Vertical Piles
Horizontal Subgrade Reaction Coefficient when Characteristic Pile Length is Given
Lateral Deflection for Fixed Head Pile Case
Lateral Deflection of a Pile
Negative Moment Imposed on a Pile
Pile Stiffness when Characteristic Pile Length for Laterally Loaded Piles is Given
Positive Moment Imposed on a Pile
Shaft Resistance in Cohesionless SoilsAverage Standard Penetration Resistance when Shaft Resistance Stress is Given
Shaft Resistance Stress by Empirical Procedure
Shaft SettlementAverage Ultimate Skin-Friction Stress in Tension on Failure Plane
Ultimate Resistance for Bearing Capacity Solution
Ultimate Resistance for Cohesive and Cohesionless Soils
Weight of shaft when ultimate resistance is given
Weight of Soil Contained within Failure Plane
Toe Capacity LoadQuasi Constant Value for Piles in Sands
Ultimate Tip Load for Piles Installed in Cohesive Soils
Ultimate Tip Load for Piles Installed in Cohesive Soils when Undrained Soil Shear Strength is Given

List of Piles and Piling Calculators

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