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Question

A rigid footing subjected to vertical central load fails under general shear failue. The rupture surface developed is

A
circular one sided rotational failure
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B
plane surface of failure originating at the edge of footing and extending downwards with orientation of Rankine passive state equilibrium
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C
symmetrical failure surface consisting of segment of spiral and Rankine's passive state failure surface
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D
symmetrical failure surface consisting of segments of log spiral and plane failure surface as per Rankine active state of equilibrium
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