A strip footing 3.5 m wide is to be placed 3 m below ground surface on sandy clay soil having y = 20.5 kN/m³. Undrained shear box tests give shear strengths of 35, 47 and 59 kN/m² for normal stresses of 70, 140 and 210kN/m?, respectively. Find the apparent cohesion c and angle of shearing resistance Ø, and then calculate the gross ultimate load per metre run of foundation immediately after construction. Consider bearing capacity failure only. Use Terzaghi bearing capacity equation.

Q: Define CMM.

A:

Q: show the integration process

A: To show the integration process

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A: Engineering Plan means the plans and specifications for the works to be constructed or purchased…

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A: What does the reductent diagram look like?

Q: Q: Define civil engineering

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Q: The

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