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Section A -Understanding of Eurocode 7
Tasks in this section will enable you to reflect on the various aspects of Eurocode 7
1. Analyse the impacts of the geotechnical Eurocode system on the UK site investigation practice as well as the geotechnical construction practice.
2. Compare the key features of EC7-1 and discuss how it is different from the British Standards geotechnical codes.
Section B- Choice of Ground improvement techniques and Pile foundations
Ground Improvement systems have long been recognised as a cost effective way of densifying weak soil and reducing potential settlements. The following task requires you to look at different ground improvement techniques and their advantages.
3. Scenario
3aYou have been employed as a Geotechnical Engineer for a large consultancy firm.
The company is to provide a ground improvement solution for a site development, constituting construction of 6 story flats above the ground level.
Site Investigation proved that the site was underlain by some3.0metres of loose backfill overlying generally dense gravels for 5m. The proximity to the sea meant that tidal groundwater was present at 2.0m.
In the above scenario, compare the different ground improvement systems and justify the choice of a ground improvement system suggested by you.
3b.You have been employed by a contracting company as a Foundation Engineer. The company has been contracted for a new school building project. The school will have a large basement area for a swimming pool.
The project is on a confined site in a built-up area.
Suggest suitable type of piles to be used giving reasons. Describe how the piles would be constructed. Use appropriate images or diagrams.
Your Report should be approximately covered in 1000 words
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