CIVL4201/6201 : Geotechnical Design of Solar Farm Foundations - Engineering Assignment Help

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Assignment Task:

Task:

The available data for the geotechnical design of the piles comprise one piezocone CPTu in situ test, three K0-consolidated undrained triaxial compression tests and one constant-rate-of-strain consolidation test, all performed on undisturbed samples retrieved with a fixed-piston sampler. The results of these tests are depicted in Figs. 2 and 3, that follow. The physical properties (Atterberg limits etc) of the soil samples have also been measured in the laboratory, and these are depicted in Fig. 3. The groundwater table at the time of the geotechnical investigation was found at -0.4m from the ground surface. Unfortunately, raw test measurements are not available in digital format.

The tasks that you must complete include

: - Determine characteristic values of the geotechnical parameters that are required to estimate the longand short-term axial bearing capacity, and the short-term lateral load capacity of the pile type that has been assigned to you

. - Determine the required pile diameter, section thickness and length so that the pile type that has been assigned to you satisfies the bearing capacity requirements against axial compressive loads for longand short-term conditions, and the lateral load capacity requirements for short-term conditions only. You must not use PLAXIS (or any other geotechnical software) for your calculations. Hand calcs will suffice (of course you can use Excel if you prefer, instead of a calculator), considering simplifying assumptions where required

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