Presentation on theme: "Constructionsite Soil & Site Investigation Ron Gatepain."— Presentation transcript:
constructionsite Soil & Site Investigation Ron Gatepain
constructionsite Objectives of a Site Investigation According to BS 5930, a site investigation is carried out to: Assess the general suitability of the site for the proposed works Enable an adequate and economic design to be prepared
constructionsite Foresee and provide against difficulties that may arise during construction due to ground and other local conditions Predict any adverse effect of the proposed construction on neighbouring structures.
constructionsite Preliminary Site Investigation Mining authorities ‑ existing and future factors effecting ground movement. Ordinance Survey ‑ land contours, rights of way, rivers, existing buildings. (Look at old maps ‑ pond in wrong place) Geological Central Record.
constructionsite Met Office ‑ frost hollows, prevailing winds and severity, rain fall. Water Authorities ‑ water tables, flood planes. Planning and Building Control. (tree preservation orders) Utilities ‑ gas, water, electricity, British Telecom, sewage. Listed and historical buildings.
constructionsite Information obtained from the Local Authority The likely site conditions. Possible subsidence due to ground movement or underground workings. Previous land use and buildings on the site. Problems likely to be encountered with regard to water tables and flooding.
constructionsite Site Exploration The aim is to provide a survey of the subsoil in order to find out the nature and disposition of the soil below ground level, and to obtain samples of the soil for testing in the laboratory The exploration should be done at the same time as the preliminary design of the building; this prevents obtaining insufficient or unwanted data.
constructionsite The extent of the exploration will depend on the size and type of structure, the nature of the site, and the availability of local geological information. The exploration should be taken deep enough to include all strata likely to be significantly affected by the loading of the building. This depth will depend on the weight, size and shape of the loaded areas.
constructionsite Methods of Sub Surface Investigations Trial Pits Plate Bearing Test Borings Headings Penetration Test Sounding Test Vane Test
constructionsite Plate Bearing Test Stress = Load use a safety Area factor of 2 Plate is loaded and the movement measured
constructionsite Borings Hand Boring - depths up to 6 to 9m auger is usually 100 ‑ 150mm in diameter Mechanical Boring Borehole Log
constructionsite Soil Samples Disturbed – brings out the soil particles but does not keep them in their original position Undisturbed – brings out the core of soil as it is in the ground
constructionsite Headings Soil is taken from the side of the ground to be sent for testing
constructionsite Sounding Test The devise is driven into the ground and the pressure recorded
constructionsite Vane Test The vane is twisted in the ground and the torque measured which causes the ground to shear
constructionsite Classification by Grain Size (BS 1377:1967) Clay : particles smaller than 0.002mm Silt : particles between 0.002 - 0.06mm Sand : particles between 0.06 - 2mm Gravel: particles between 2 - 60mm Boulders: particles above 60mm
constructionsite Basic Subsoil Classifications Rock ‑ a very wide strength range. Cohesive Soil ‑ clay and silt. Non ‑ cohesive Soil ‑ sand and gravel. Made up Ground ‑ unsuitable until consolidated. Peat ‑ unsuitable because it is organic and will therefore decompose.
constructionsite The objectives of a ground investigation To assess the general suitability of the site for the proposed works. To enable an adequate and economic design to be prepared. To foresee and provide against difficulties that may arise during construction due to ground conditions. To investigate the occurrences or causes of all natural or created changes of conditions and their results.
constructionsite Laboratory Tests Soil Classification. Consolidation Tests. These enable time/settlement graphs to be drawn so that the rate of settlement and its total final amount can be forecast. Shear Strength Tests. An important group of tests as they indicate the load carrying capabilities of the soils. They are particularly significant in the case of plastic clays as, in these, shear strength is constant at a given moisture content: thus, if shear strength is exceeded, failure is likely.
constructionsite Chemical Analysis. This will indicate the presence of harmful compounds in the subsoil/ground water: these compounds will usually be sulphates or acids. If present they will affect the choice of materials and/or methods; e.g. sulphate resisting or blast furnace cement in foundation concrete; use of separating membrane; use of non ‑ metallic pipes in acid soils. Moisture Content Tests. Done as part of the classification test, but also needed to forecast likely volume changes when building on shrinkable/swelling clays.
constructionsite Other Tests Atterburg Limits Mohr's Circles Bulbs of Pressure