Skip to main content
Structural Engineering

Expansion and control joints in concrete

George KhalilFounder & Principal Engineer6 min read

Concrete cracks. That is not a defect, it is a material property, and the whole purpose of jointing is to control where it happens.

A slab with correctly placed joints cracks in a straight line at the joint, where nobody notices. The same slab without them cracks across the middle in whatever pattern the stresses produce.

Two different things move concrete

Shrinkage. As concrete cures and then dries over months and years, it gets smaller. That shrinkage is restrained by the ground, by reinforcement, by anything the slab is attached to, and restrained shrinkage produces tension. Concrete is weak in tension, so it cracks.

Thermal movement. Concrete expands when it heats and contracts when it cools. An external slab in Sydney can move measurably between a summer afternoon and a winter night.

Both are unavoidable. Joints accommodate them.

The joint types and what each does

Control joints (also called contraction joints) are a deliberate weakness, cut or formed into the slab to a depth of roughly a quarter of its thickness. The slab cracks at the base of the joint because that is the weakest line, and the crack is hidden inside the groove.

Expansion joints are a full-depth gap with a compressible filler, allowing the slab to grow without pushing against whatever is beside it. These matter where a slab abuts a building, a kerb, a column or another slab.

Isolation joints separate a slab from anything that will move differently. A column, a footing, a wall, a pit. Without one, the slab and the fixed element pull against each other and something cracks.

Construction joints occur where a pour stops and restarts, and they need to be detailed rather than accidental, with dowels or keying so load transfers across.

Where jointing goes wrong

Cut too late. Control joints in a slab on ground have to be cut within a short window after the pour. Cut too late and the slab has already cracked randomly, which is exactly what the joint was meant to prevent.

Cut too shallow. A groove that does not go deep enough does not create a reliable weak plane, and the slab cracks somewhere else.

Spacing too wide. Joint spacing relates to slab thickness and the concrete mix. Too far apart and a crack forms between joints.

Missing isolation joints. A slab cast hard against a column or a building will crack at that point, every time.

Re-entrant corners. Any internal corner in a slab, around a column, at a step, at a doorway, concentrates stress and cracks from the corner unless the joint pattern or additional reinforcement addresses it.

Joints filled rigidly. A joint filled with something hard cannot close, which defeats the purpose. Sealants have to accommodate movement.

In buildings, not just slabs

Larger buildings need movement joints through the structure itself, separating the building into sections that can move independently.

Masonry needs its own articulation. Brickwork expands over its life while concrete shrinks, so a brick veneer on a concrete frame is two materials moving in opposite directions. Articulation joints in the brickwork accommodate that, and their absence is a common cause of the vertical cracking seen at building corners and above openings.

What it means practically

For a driveway, a slab or a paved area, the joint layout is part of the design, not something the concreter decides on the day.

For a building, movement joints are a structural design decision made early, because they affect layout, waterproofing and finishes.

For a repair, cracking that follows a predictable pattern usually points to missing or badly placed joints rather than to a structural failure, and the distinction matters because the two have completely different remedies.

What we do

We specify jointing as part of structural design and assess existing cracking to establish whether it is shrinkage, thermal, settlement or structural.

That diagnosis is the first step, because a crack that looks alarming is often the slab doing exactly what it was always going to do, and a crack that looks minor is occasionally the one that matters.

George Khalil

George Khalil

Founder & Principal Engineer

almost three decades of structural, civil, and geotechnical engineering experience across 1,000+ projects.

ConcreteControl JointsCrackingShrinkageMovement

Tell us about your project.

We will respond with a clear understanding of how we can assist.

Partner With Us