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Where it is not possible to construct conventional strip footings because the new building is hard up against an existing structure, or access to the adjoining land is not available, it may be possible to use an offset strip foundation rather than a more expensive piled foundation or a reinforced raft foundation. Typically 750mm wide and 450mm deep with a layer of A193 mesh placed in the bottom of the concrete with at least 50mm cover to the steel. The solution is generally suitable for single-storey structures. The rear of the arch differs in three ways. Firstly, the crenellations are only half-depth except at the outer ends; which wrap around the sides. Secondly, a slope joins the bottom of the crenellations to roughly the same level as the top of the cornice on the front. Thirdly, the entire archway has a rebate where the gates once sat. These all require careful trimming with a sharp blade. To keep the stones in our wall as horizontal as possible, multiple level trenches are dug on the steep sections of the hill. The first layer of stones can then be laid flat, working your way up the hill. Slowly build up the layers, but do try to copy the prototype where stone size and placement are concerned; larger stones are less common than smaller stones.
Michael has presented over 150 property shows for BBC, ITV1, Channel 5, UK TV Style, and Discovery RealTime, including I Own Britain's Best Home; Don't Move Improve; Trading Up; Good Bid, Good Buy; Build, Buy or Restore?; How to Build A House; and Hard Sell. Strip, trench fill or pad foundations must be cast at a minimum depth of 750mm in low plasticity clays, 900mm depth in medium, and British Standard 8004 recommends a minimum depth of 1m for foundations in the highest risk areas. If there are, or were, trees nearby, depths of up to 3m may be necessary. The depth necessary will depend on the type of tree, as species have different water demands, with tall broad-leafed species such as poplars having the greatest impact.
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Dry, compact gravel or gravel and sand subsoils are usually adequate for strip foundations. Generally a depth of 700mm is acceptable, as long as the ground has adequate bearing capacity. A reinforced suspended concrete floor slab, or a reinforced concrete ring beam, is then cast over the top of the piles, linking them all together so that the load of the If sewage pipes leaving the building have to be deeper than the top of the foundation concrete then they should also be ducted; they cannot be trapped within the concrete and must be able to move freely.
Diagrams of strip foundations (left) and trenchfill foundations (Image credit: Homebuilding & Renovating) Medium plasticity clays are found in the rest of the South East, across the Midlands and up beyond the Humber Estuary towards the North East. They also turn up in some isolated areas in the North West of England near the coast In cases where clay becomes softer as you dig down, a traditional strip foundation is sometimes acceptable, but it is important not to over dig as this may increase the stress on the softer clay beneath. A common solution is to dig wide strip foundations with embedded steel reinforcement, however an engineered foundation such as a reinforced raft or piled foundation may be necessary in some cases. Where the foundations are affected by tree roots (or their previous removal), you may be required to employ a fairly deep trench filled with concrete but with a compressible material to one or both sides of the external trenches to counteract any heave or expansion in the ground.Where there are or have been trees (removing trees does not remove the risk of expanding clay) engineers may recommend reinforcing foundations with embedded steel. Foundations in clay soils can also be protected to some extent from damage due to expansion (heave) by lining the trenches with compressible material such as clayboard.
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