Free Ground Anchors Design Calculator

Design the ground anchors & sheet piles for an underground retaining wall.

Free, no sign-up Eurocode 7 Open source

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This analysis uses the Fixed earth approach to resolve the minimum pile toe level, the embedment is increased 20% to provide the fixed earth resultant force.

Excavation Design

Anchor depth m

Check that anchor depth is above excavation depth.

Anchor length m

Anchor length less than 8m.

Anchor 2 depth m

Check that anchor depth is above excavation depth.

Anchor 3 depth m

Check that anchor depth is above excavation depth.

Base depth m

Check that soil is deep enough, base cannot be deaper than toe, max depth of 30m.

Minimum pile toe depth m

Max depth of 30m & check that soil is deep enough.

Angle of anchor ^o

Advanced settings

Anchor grout details

Select an anchor specification to modify anchor properties.

Anchor grout strength MPa

Enter a number between 0 and 100.

Anchor grout pressure kPa

Enter a number between 0 and 2000.

Grout hole diameter mm

Enter a number greater than reinforcement diameter or 0.

Multiple high pressure injections

Single low pressure injection

Add a surface surcharge

Surcharge details

Include a surcharge alongside the wall

Surcharge kPa

Enter a number between 0 and 150.

Manual overwrite wall properties

Steel yield strength N/mm²

Youngs Modulus E GPa

Enter a number between 0 and 750.

Moment of inertia I cm⁴

Enter a number between 0 and 1000000.

Advanced settings

Excavation reactions:

Char. applied load to anchor
Design applied load to anchor
Max passive soil reaction
Total anchor length	m
Free anchor length	m
Fixed anchor length	m

Anchor analysis results:

These are the predicted forces acting on your excavation supports. Anchor capacities are estimated using the Bustamante & Doix (1985) method

Select an anchor specification & we will automatically generate calculations & results here.

Bending Moment Diagram

Shear Force Diagram

Wall Deflection Diagram

This analysis assumes that supporting stuts are rigid and do not act as springs. Stiffness of wall can be modified in advanced settings.

Sheet pile resultant forces:

These are the predicted effects on your sheet pile wall.

	Max predicted	Min predicted
Bending Moment
Shear force
Deflection*

*Wall properties (deflection): E = GPa I =cm⁴

Select a sheet piling size to automatically generate results here

Method & theory

How the ground anchors are checked

The wall is analysed using the Net Available passive resistance method (Burland) in accordance with Eurocode 7, comparing the active earth pressure driving the wall to the passive resistance and anchor capacity resisting it, for drained conditions with the ground water level at ground surface.

Watch how it works

What's this calculator used for?

This is a free calculator for Geotechnical Engineers to check the capacity and anchorage of ground anchors against applied earth pressure. This calculator uses the Net Available passive resistance method (Burland) & Eurocode 7. Using this Engineering tool the active earth pressures applied to a retaining wall are calculated. Drained water conditions are used & ground water level is taken as being at ground level.

Common questions

A steel bar is inserted through the wall of an excavation and is fixed into the soil or rock either through friction or via a grout. It retains the excavation wall via a waler plate threaded onto the anchor.

Although soil nails and ground anchors are very similar, they have a different grouted length. Soil nails are grouted along their full length whereas ground anchors are only grouted along part of their length.

Active ground anchors are subject to post-tensioning, meaning they require no wall movement to provide restraint. Passive ground anchors are subject to no post-tensioning after installation meaning they required wall movement to start providing resistance.

Design of ground anchors using the Bustamante and Doix (1985) approach considers the strength of the anchor as being the minimum of the steel bar strength, the adhesion between the anchor and the grout block and the adhesion between the grout block and surrounding ground. The strength of the interface between the grout block and ground must only consider the length of the grouted anchor beyond the active earth pressure wedge. Calculation of the strength of the interface between the grout block and steel/grout must also consider that only part of the anchor length is bonded. Ground anchors and soil nails designed with the Bustamante and Doix approach are designed using an empirical approach.

Calculation validation