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Technology appraisal / foundation - Essay Example

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The report is supposed to cover information related to foundation which forms the base for any construction/ structure and dictates the allowable weight that the building can hold as well as the function…
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Technology appraisal / foundation
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Download file to see previous pages 44). After the cage is laid, then concrete is the poured into the trench but this would differ depending on the construction codes within the country involved in the construction (Doran et. al., 2009, p. 43).
Each and every building must have a baseline through which the construction takes place, the purpose of the foundation is to equally distribute the weight of the structure and all available live load within the sub grade which is wide enough to control collapse and settlement. It is somehow related to the pressure within the earth, pile walls, ultimate bearing capacity of load that could be hold depending on the helical anchors and capacity of the plate used (Twort & Rees, 2004, p. 64).
However, the frame is able to stand and can be left to stay without a stand till it dries up but the only part of the trench that have to be supported is the part of the foundation that is above the ground level. In case the construction site is containing sandy soil then its adept to construct the trench after a complete excavation is formed prior to pouring the concrete so that the sand would withstand the force applied on it to reduce chances of sand collapsing (Atkinson, 2004, p. 37).
These factors have to be considered depending on the areas through which the construction is to be laid. For instance how the foundation constructed on the sand looks is not supposed to be the same as the construction sites constructed on sites which are prone to wind and soil erosion which should be about 300 mm below the under surface to reduce dampness during cold seasons (Doran et. al., 2009, p. 52).
Nevertheless, the areas which experience lots of under surface water with poor water infiltration, the construction of the footing should be made under frost penetration depth to reduce the effects of frost heave on then foundation. The construction sides which are not susceptible to frost should have backfills ...Download file to see next pagesRead More
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