Subsidence And Heave Explained

Subsidence and heave explained.

Subsidence is a common problem in London and the South East of England with an estimated 3.7 million home owners at risk within the region covering over 140,000 postcodes.

Why is subsidence such a problem in London and the South East? Well the majority of the properties within London and the South East are Edwardian or Victorian built and certainly the vast majority were built before the 1970’s. Built on shallow foundations on a clay sub soil which is susceptible to shrinkage and heave with our ever changing adverse weather condition causing changes in ground conditions causing subsidence.

How is subsidence recognised? The location of the cracking for subsidence is normally located around window and door openings in vertical staggered form with the width of the crack normally wider at the top than at the bottom, Heave is different, it is the expansion of the sub soil lifting the building and this is recognised with similar crack locations but often the crack is wider at the bottom than at the top.

Subsidence is caused by ground movement but in order to locate the source of the ground movement obvious factors are undertaken during our survey such as the location of tress which can suck large volumes of moisture from the soil, drains – which in some instances fail causing the soil beneath to wash away. Excavations beneath the ground such as tunnelling for Londons crossrail, expansion of the water and sewage systems and the increasing number of basements can also be the culprit of subsidence.

Subsidence and heave can in some instances be repaired using the Twistfix Heliforce system by creating masonry beams across the brick panels connecting the whole building allowing it to act as one structure instead of individual brick panels that distributes structural loads.

In instances were subsidence cannot be repaired using the Twistfix Heliforce system alone, it is incorporated with either mass concrete underpinning or more conventionally mini piling systems that drive piles down to bedrock or firm made up ground preventing the structure from subsiding or heaving in the event of further ground movement.

Subsidence Repair

Visit our case studies here for subsidence repairs.

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Lintel Repair, Central London

Lintel Repair London
Lintel Repair London

Lintel Failure is a common defect to period properties and cracking and sagging of the masonry is a serious structural defect that should not be ignored.

To restore the structural integrity of the masonry Newman Building Solutions designed a specification that would allow the installation to be carried out in a day but also restore the integrity.

Deep masonry beams were installed above the lintel distributing structural loads and the brick lintel was propped back into position and resin injected creating a load bearing high strength lintel whilst restoring the original aesthetics of the building.

As well as lintel failure a 3mm crack was stitched using 1.2m single crack stitching rods where cracking had occurred caused by a change in loadings where lintel failure had occurred.

To find out more about this project or for general advice contact us today.

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Subsidence Repairs, Surrey

Subsidence Repair In Surrey
Subsidence Repair Surrey

Newman Building Solutions were contacted by a local home owner who had suffered at the hands of a rogue trader, who had poorly constructed this single storey extension in surrey.

The extension had been built on inadequate foundations causing it to subside leaving the addition with cracking in various areas.

We were asked to design a scheme that would restore the structural integrity of the masonry where cracking had occurred and prevent any further subsidence.

As the homeowner had already used a large amount of their savings and a failed claim to the insurers, we monitored the movement and designed a bed joint reinforcement scheme that would restore the structural integrity alleviating the need for piling or underpinning.

Deep masonry beams were installed to the external skin of masonry wrapping around the structure along with deep masonry beams to the internal skin tying to the external structure. Crack Stitches were also used to tie separated masonry to the internal skin.

The repairs were made good with local areas of plastering and repointing.

The movement was monitored for 12 months and there was found to be no further movement and the repairs were guaranteed against failure for ten years.

To find out more about this project or for general advice contact us today.

 

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