Calculate the angle of repose for granular materials. Find pile height, volume, slope ratio, and stability from friction coefficient and density.
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.
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.
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.
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.
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.
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.
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.
Experimentally, material is poured onto a flat surface and the resulting cone angle is measured. Alternatively, it is calculated as θ = arctan(μ).
Particle size and shape, moisture content, surface roughness, and the method of deposition all influence the result. Handling conditions can shift the measured angle even for the same material.
Dry sand has a coefficient of friction around 0.58, giving an angle of repose near 30°. That is a useful benchmark, but the value still shifts with grain size, moisture, and how the pile is formed.
Water creates capillary bridges between grains, increasing apparent cohesion and allowing steeper stable slopes. The size of the effect depends on how much water is present and how the grains pack together.
Engineers use it to design silos, hoppers, retaining walls, and stockpile areas to ensure stability and correct capacity estimates. It is also used when checking whether a planned slope or pile will hold its shape in service.
For dry, cohesionless soils they are nearly identical. For cohesive materials, the friction angle determined by shear testing may differ from the poured repose angle.