Living with wonky walls and the occasional sticking door is part of the ‘old house experience’. But when mysterious cracks suddenly appear from nowhere, people often worry that their home is afflicted by subsidence.
Most old buildings show signs of past movement, such as wavy brickwork, doors trimmed to fit distorted openings, or sloping floors with strips of beading concealing gaps at skirting boards. But, in most cases, the movement will have stabilised.
Sloping cracked wall in a Victorian house
Foundations in old homes
Victorian houses were built with very shallow foundations by today’s standards but were able to accommodate a certain amount of movement, thanks to the use of flexible lime-based materials. Unlike modern concrete strip foundations, pre-20th-century walls were built with brick ‘footings’, widening out at the base in a stepped pattern to spread the load.
Foundations should be deep enough to avoid movement in the ground caused by frost and seasonal moisture changes, so the stability of Victorian footings (less than half a metre deep) can depend to a large extent on the type of ground they’re built on. Chalk and rock are the firmest types of subsoil. But clay, as many gardeners can attest, has a nasty habit of drying out, shrinking and cracking in hot dry summers until it later recovers, swelling back into shape in wetter weather.
Subsidence can cause door frames to sag and doors to stick, and is often caused by leaking drains or tree roots
The word ‘subsidence’ refers to the ground beneath foundations giving way, robbing the wall of support and causing it to drop, cracking in a typical ‘V’-shaped pattern.
So why does ground collapse happen?
- The effects of droughts, tree roots and heavy frosts can cause clay subsoils to violently shrink or swell.
- Leaking drains can turn the ground under your house into soft, squelchy marshland.
- Nearby excavation work, such as an extension being built next door, can also be a destabilising influence.
- Sinkholes and old mine workings can cause subsidence, but this is extremely rare.
There is, however, another type of downward movement that commonly gets mistaken for subsidence – settlement. This is not usually a serious concern because most buildings gradually settle over time as the ground is slowly compressed as it adjusts to new weights imposed upon it, for example from major structural changes like a loft conversion.
Most insurance claims for alleged subsidence are rejected because the cause lies elsewhere, such as poorly built conservatories pulling away from the house. Of the valid claims, most are linked to trees and large shrubs close to the house extracting moisture from shrinkable clay subsoils.
Trees and subsidence
Historically, subsidence claims have tended to peak in years when there were long periods of drought, increasing the risk of ground shrinkage which is exacerbated by trees.
Some of the worst offending trees are broadleaf species, such as:
- Plane and sycamore trees
- Fast-growing leylandii and eucalyptus.
Trees can also be an indirect cause of subsidence where moisture-seeking roots invade underground drains causing them to leak. Vegetation-related subsidence corresponds to the growing season from April to October, the damage usually reaching maximum severity in the autumn – when most insurance claims are submitted.
The problem with cutting down large, thirsty trees is that the ground may then swell with the moisture that’s no longer being absorbed by the tree, with the risk that it can then push the foundations upwards. Known as ‘heave’, this is the opposite of subsidence. You also need to bear in mind that cutting down trees protected by Tree Preservation Orders or in Conservation Areas without consent can lead to prosecution.
- ‘Tree management’ is often a better approach. This aims to reduce the amount of moisture uptake, for example by ‘pollarding’ – severe pruning. However, some species like willows and cherries respond to pruning with vigorous new growth.
- ‘Root barriers’ are an alternative method of tree management, which involves excavating a deep, narrow trench between the tree and the building into which special large rigid plastic sheets are inserted. This offers the advantage of retaining attractive trees, while protecting the foundations.
The textbook response to subsidence is to excavate down to stable ground and pump tonnes of concrete into the void. But this is expensive and disruptive, and can actually create problems when applied to old buildings, setting up new stresses between the rigid repaired area and the remaining old walls.
Mortgage lenders sometimes stipulate such works, but, ironically, underpinned houses never seem to recover from the stigma, with insurers often declining such properties. A more sensitive and less expensive approach with old buildings can be to lay a few courses of brick under the defective section of wall to re-establish contact with firm ground.
Brickwork courses rise and fall dramatically – but underpinning is not always the right solution to subsidence
Bowing and leaning
The end walls of terraces can often be prone to bowing out or leaning. Unlike the main front and rear walls, which are typically connected by floor and ceiling joists, there may be very little holding side walls in place. This is why cast-iron spreader plates and tie bars were commonly inserted to restrain the walls – like a metal corset. Also vulnerable are parapet walls at roof level and heavy gables over bay windows.
Spreader plates and ‘S’ and ‘X’-shaped tie bars are inserted through the wall into floor joists to restrain a wall from bowing
Where a wall is leaning outwards at its upper level, a common cause is ‘roof spread’. This is where the roof rafters have pushed the top of a wall out, because they are no longer being held in place by the ceiling joists. One clue to this can be seen in upstairs bedrooms where gaps to window frames are wider at the top than at the bottom.
Where walls have bowed out, you may see cracking to the interior plasterwork at the junction with internal walls and ceilings, along with gaps between the skirtings and the floor. One potential problem with walls that have travelled outwards is that the floor joists that used to rest in the wall may consequently have come loose. In this case, steel joist extenders can be fitted to lengthen the joists so they can reconnect with the wall.
Bowing walls can also be resecured by inserting discreet stainless steel wall ties to anchor them to the floor joists; these are a modern alternative to traditional ‘X’- or ‘S’-shaped tie bars.
Most cracks in old buildings are of little significance. Often the building is just ‘getting comfortable’ as its shallow foundations adjust to ground changes during the year.
Cracking is more likely to occur where hard, modern plasters, cement renders and mortars have been applied to flexible old walls, but superficial cracks up to about 1mm wide are unlikely to be of any great concern. Cracking is more likely to be serious where a crack extends right through the wall from the ground up and where vertical tapered cracking appears wider at the top.
Diagnosing the causes of cracking for insurance claims normally requires professional monitoring. It can take over 12 months to check whether cracks are ‘progressive’ or simply opening and closing with the seasons. But as long as the cracking has stabilised, and gets no worse year-on-year, in most cases no further action will be needed.
The simplest way to see if a crack is ‘live’ is to mark where it ends with a pencil and record the date. If the crack continues to grow, do the same again at regular intervals – rather like a height chart for growing children.
As well as shallow foundations, another common cause of cracking is structural alterations. Where internal walls have been removed, or windows replaced, it can set up new stresses, so the masonry needs to settle into a new position. More concerning is when neighbours carry out illegal basement conversions, thereby undermining party walls and causing dangerous structural cracking in adjoining houses.
Where you have different foundation depths adjoining each other, such as an old house with a modern extension, cracking can occur at the junction between the two structures due to different rates of movement. One way to accommodate this is to provide a flexible joint between the two parts, allowing them to move harmlessly against each other without cracking. But differential movement is nothing new – similar problems can periodically arise where Victorian bay windows were built with shallower foundations than those to the main house.
Images: Ian Rock; Brent Darby; Jeremy Phillips; iStock