Geotechnical engineering coursework on foundation design Assignment

Geotechnical engineering coursework on foundation design - Assignment ExampleUse the borehole information to deduce an come SPT (standard penetration test) blow count for the bearing stratum. Then estimate the angle of shearing resistance using the chart by Peck et. al. (1967) in your torment notes. Adopt the result as the characteristic value K in your design. Also make the side by side(p) assumptionsThis was calculated by using v= v0+at , from the Physics Hypertextbook (2011, pgh. 5). We were able to calculate the time using this equation, and we were also accordingly able to find the resistance of (phis derivative), or 1/, we could then calculate that = 0.25.Using Eurocode 7 design approach No. 1, check whether a 3.5m x 3.5m footing is satisfactory to guard against the equilibrium limit landed estate (EQU) for overturning being reached. If necessary, re-design the dimensions of the foundation (must be square) to satisfy the above EQU limit state. For this task ignore late ral earth pressures on column/footing and use the following partial factorsBased on your re-designed footing (if found necessary in Task 1) or the original dimensions (if acceptable in Task 1) carry stunned calculations to verify the GEO (geotechnical) limit state relating to ground strength, under design approach -1. Re-design the footing width if necessary. Refer to your lecture notes for the partial factors and other formulae