A water tank, 15 m in diameter and 10 m high, is proposed fo
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A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline (Figure P7.26).
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A water tank, 15 m in diameter and 10 m high, is proposed for a site where there is an existing pipeline (Figure P7.26). Plot the distribution of vertical and lateral stress increases imposed by the water tank on the pipeline along one-half the circumference nearest to the tank. The empty tank
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