Hiley Formula - Pile Driving Calculator
Units: weight = tonne, drop height h = mm, c = mm, Ru in tonne (same units as used in your image).
Formula reference (Hiley): \( \displaystyle R_u = \frac{W_h\,h\,\eta}{S + \tfrac{1}{2}c} \). Rearranged for set per blow \(S\): \( \displaystyle S = \frac{W_h h \eta}{R_u} - \frac{c}{2} \).
🏗️ Hiley Formula – Pile Driving Calculator User Guide
📌 Introduction
This tool is used to estimate the set per blow (S) of a pile during driving using the Hiley formula. It helps evaluate pile capacity and driving efficiency based on hammer properties, pile characteristics, and energy losses.
💡 The calculator supports both:
- Working Load → Automatically converted to Ultimate Resistance
- Direct Ultimate Resistance input (Ru)
⚙️ Step 1: Input Load Parameters
- Working Load (tonne) – Used to compute ultimate resistance:
Ru = 2 × Working Load
- Ultimate Resistance Ru (tonne) – Direct input (optional)
💡 Use either Working Load OR Ru, depending on your data.
🔨 Step 2: Input Hammer & Pile Properties
- Wh – Hammer weight (tonne)
- Wp – Pile weight (tonne)
- h – Drop height of hammer (mm)
These values determine the driving energy applied to the pile.
🧱 Step 3: Input Loss & Interaction Parameters
- c – Temporary compression (helmet, cap, packing) in mm
- k – Friction/efficiency factor (typically 0.7–0.9)
- e – Coefficient of restitution (0 to 1)
💡 These parameters account for energy losses during pile driving.
▶️ Step 4: Run Calculation
- Compute (Working Load) → Uses Ru = 2 × Working Load
- Compute (Ru) → Uses directly entered ultimate resistance
- Toggle Steps → Shows detailed calculations
📐 Step 5: Formula Used
Hiley Equation:
Ru = (Wh · h · η) / (S + c/2)
Rearranged for set per blow (S):
S = (Wh · h · η / Ru) − c/2
Efficiency factor (η):
η = k × (Wh + e² Wp) / (Wh + Wp)
📊 Step 6: Output Results
The calculator provides:
- Ultimate resistance (Ru)
- Efficiency factor (η)
- Driving energy (Wh · h · η)
- Set per blow (S) in mm
💡 Smaller S → Higher resistance (hard driving)
💡 Larger S → Lower resistance (easy penetration)
📉 Step 7: Interpretation of Results
- Low S (e.g., < 5 mm) → Strong soil / high resistance
- Moderate S (5–15 mm) → Normal driving conditions
- High S (> 15 mm) → Weak soil / low resistance
⚠️ Input Validation Rules
- All inputs must be positive values
- Efficiency factor k should be between 0 and 1
- Restitution coefficient e should be between 0 and 1
- Drop height and compression must be realistic
⚠ Invalid inputs may produce unrealistic results.
📐 Engineering Significance
- Pile Driving Control → Ensures safe installation
- Energy Transfer → Evaluates hammer efficiency
- Capacity Estimation → Predicts pile resistance
- Quality Check → Detects driving issues
💡 Practical Tips
- Use realistic efficiency factor (k ≈ 0.75–0.85)
- Avoid excessive compression values
- Verify results with field observations
- Combine with dynamic/static pile testing
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