Angle of Repose Calculator

Calculate the angle of repose for granular materials. Find pile height, volume, slope ratio, and stability from friction coefficient and density.

Material Presets

Tangent of the angle of repose
Base radius of the conical pile
Material bulk density
Total mass if known
Adjustment multiplier (1.0 = static)
Angle of Repose
30.11°
0.5256 radians — the steepest angle at which the material remains stable
Pile Height
1.74 m
Maximum height of conical pile at the given radius
Pile Volume
16.40 m³
Volume of the conical pile
Calculated Mass
26,238.58 kg
Mass based on volume × density
Surface Area
32.69 m²
Lateral surface area of the conical pile
Slope Ratio
1 : 1.72
Vertical-to-horizontal slope ratio
Lateral Pressure at Base
27,311.04 Pa
Hydrostatic-like pressure at the bottom of the pile
Stability
Moderate
Based on angle: <30° Stable, 30–45° Moderate, >45° Unstable

Angle Stability Indicator

Common Materials Reference

MaterialFriction CoeffDensity (kg/m³)Angle (°)
Dry Sand0.58160030.1
Wet Sand0.73190036.1
Gravel0.63180032.2
Wheat0.4777025.2
Coal0.7110035.0
Iron Ore0.84250040.0
Cement0.75150036.9
Rice0.4575024.2

Pile Parameters by Radius

Radius (m)Height (m)Volume (m³)Mass (kg)
10.580.61971.80
21.164.867,774.39
31.7416.4026,238.58
52.9075.92121,474.92
84.64310.98497,561.26
105.80607.37971,799.33
Planning notes, formulas, and examples

About the Angle of Repose Calculator

The **Angle of Repose Calculator** determines the steepest angle at which a granular material can be piled without slumping. This angle is fundamental in civil engineering, mining, agriculture, and manufacturing — wherever bulk solids must be stored, transported, or retained.

The angle of repose depends primarily on the internal friction of the material, particle shape, moisture content, and compaction. A low repose angle (below 30°) signals a free-flowing material like dry sand, whereas a high angle (above 45°) indicates a cohesive or angular material that resists collapse.

This calculator goes beyond the basic angle: it computes the resulting conical pile dimensions — height, volume, surface area, and mass — from a given base radius and material density. Engineers use these numbers to size storage bins, design retaining walls, predict flow through hoppers, and estimate stockpile capacities. It keeps the friction input, slope angle, and pile geometry in one place so the resulting stockpile estimate can be checked against the material behavior you actually expect. Use the built-in material presets or enter custom friction values for any granular solid.

When This Page Helps

Use this calculator when you need a quick stability and stockpile-geometry estimate for a granular material.

It is useful for bins, hoppers, piles, and bulk-material handling where the slope angle affects both capacity and whether the material will flow or slump as expected. The same output also gives you a fast check on whether a planned pile or chute angle is likely to remain stable, especially when handling conditions or moisture content are changing.

How to Use the Inputs

  1. Select a material preset or enter a custom friction coefficient (μ).
  2. Set the base radius for the conical pile in metres.
  3. Enter the bulk density of the material in kg/m³.
  4. Optionally enter the known pile mass for cross-checking.
  5. Adjust the slope factor if dynamic or vibrated conditions apply.
  6. Read the angle of repose, pile height, volume, and stability rating.
  7. Consult the reference tables for comparisons across materials and radii.
Formula used
Angle of Repose: θ = arctan(μ × SF) Pile Height: h = r × tan(θ) Pile Volume: V = (1/3) π r² h Surface Area: A = π r √(r² + h²) Lateral Pressure: P = ρ g h where μ = coefficient of static friction, SF = slope factor, r = base radius, ρ = bulk density, g = 9.81 m/s².

Example Calculation

Result: 30.11° angle of repose, 1.74 m height, 16.38 m³ volume

With μ = 0.58 (dry sand) and a 3 m radius, the angle of repose is about 30° producing a conical pile 1.74 m tall with a volume of ~16.4 m³ and mass close to 26,200 kg.

Tips & Best Practices

  • Wet materials have higher angles; always test at the expected moisture content.
  • Use the slope factor to account for vibration — vibrated piles settle to lower angles.
  • For hoppers, the half-angle of the cone should exceed the material repose angle to ensure mass flow.
  • Particle shape matters: angular crushed rock has a higher angle than smooth rounded gravel.
  • Check the base lateral pressure to size retaining walls correctly.

Practical Guidance

Angle of repose is most useful as a planning value for how a bulk solid behaves when it is poured, stored, or discharged. It gives a practical link between friction behavior and real pile geometry, which makes it helpful for both capacity checks and flow-path design.

Common Pitfalls

The most common mistake is treating the angle as a fixed material constant. Moisture, compaction, particle shape, vibration, and handling method can shift the value materially. If the application is safety-critical or the material is variable, a measured site or process value is better than a handbook estimate.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • It is the steepest angle, measured from the horizontal, at which a heap of loose material remains stable without sliding. The value depends on the material and the conditions used to form the pile.