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  1. GeoDDD

    Criteria for punching failure footing on compact sand over soft clay

    I have a project with a compact sand 4 m over 21 m soft clay. The point load is 1400 kN. The size of the footing is to be 3 m by 3 m. if the footing is too close to the soft clay. It will cause the punching failure of the compact sand and then overstressing the soft clay. I searched the...

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