A circular foundation of diameter 8 m supports a tank. The b

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A circular foundation of diameter 8 m supports a tank. The base of the foundation is at 1 m from the ground surface. The

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A circular foundation of diameter 8 m supports a tank. The base of the foundation is at 1 m from the ground surface. The vertical load is 20 MN. The tank foundation was designed for short-term loading conditions ((su)p 5 80 kPa and gsat 5 19 kN/m3). The groundwater level when the tank was initially designed was at 4 m below the ground surface. It was assumed that the groundwater level was stable. Fourteen months after the tank was constructed, during a week of intense rainfall, the tank foundation failed. It was speculated that failure occurred by bearing capacity failure. Establish whether this is so or not. The friction angle is f9p 5 258 from direct shear tests.

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