Basement Design and Construction - Engineering Assignment Help

Assignment Task

Task
You are currently working on the design of a New Art School for a Modern University. In your role as the consultant geotechnical engineer on the project you have two separate tasks for which you are responsible:
•The design of the basement excavation and foundation configuration
•An alternative design recommendation for a piled foundation option for a number of possible new buildings where the piles are installed from at or near the existing ground level
The first of these forms Part 1 of this coursework and the second Part 2.
PART 1
Basement Design and Construction
a)Use the existing ground information data to:
•Identify any geotechnical factors which will influence the construction of the basement excavation.
•Identify the main factors which will affect the long-term performance of the basement
•Make a fully reasoned recommendation on whether or not the basement can be constructed using ground bearing floor slabs.
[10 Marks]
b)On the basis of your findings, identify a suitable conceptual design for the car park foundations and illustrate this with an outline sketch or sketches of this.
[10 Marks]
c)Comment on the extent to which the requirement for a basement car park is likely to influence the overall design and construction of the building. This should include a statement, with reasons, as to whether you would advise on the use of this or an alternative approach to provision of car parking to be a preferred option at this particular site.
[20 Marks]
PART 2
Pile Design
Each student is to design a slightly different Pile, with variations in diameter and length.
your specific pile design:
•The pile length(8m) and diameter(0.60m)
•The pile cut-off level(0m)
a)Based on the available ground investigation data identify a suitable type of pile for installation at the site (driven, bored or CFA), giving clear reasons for your choice.
[10 Marks]
b)From the available data identify and list appropriate input parameters to the pile design, in each case giving a clear justification for the chosen parameters.
[10 Marks]
c)Carry out a pile design using the parameters identified in part (b) together with the relevant values of pile length, pile diameter and cut-off level (the level of the top of the pile) in order to produce pile capacity curves in accordance with EC-7 DA-1 LC1 and LC2 for:
•The worse case pile capacity
•The best case pile capacity
In each case you must identify the soil strata profile that you have used in the design and although you are looking at one specific length of pile you should produce a full capacity curve.
[30 Marks]
d)Based on your answer to part (c) produce an appropriate curve to predict the pile load-settlement behaviour, giving full details of your method of analysis and any assumptions you have made.
[10 Marks]?
Notes on Coursework Submission:
Your submission should take the form of a summary report divided into two Parts as indicated by Part 1 and Part 2 above.
In preparing and submitting your coursework, please also note the following general guidance
•Final reports should be word processed in double spaced Arial 12 point font and excluding drawings and computer output should be no more than 10 sides of A4 in length.
•It is not expected that the inclusion of drawings and computer output shall lead to the final report being significantly more than double this length.
•Where computer output is included, it is important that this is done in such a way that it is possible to check BOTH the INPUT to and OUTPUT values from the software.
•Marks WILL BE DEDUCTED for reports which are “padded out” with unnecessary additional data.
 

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