Thank you for taking the time to answer.
Upon computing the total shear strength parameters i did come up with a value of the cohesion of +100 kPa, which would indicate that the value is indeed not in accordance with the expectations for a normally consolidated clay (I would assume?). This would...
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The following is a short abstract; if you're time does not allow to read it all, then please proceed to reading the question
Abstract : I have recently undergone a geotechnical and foundation engineering exam, at which i performed miserably; i'm a civil engineer, who did manage...
