YogiPWD

Hiley Formula calculator for pile foundation

Hiley Formula - Pile Driving Calculator

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

Post a Comment

0 Comments