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In order to prevent shear failure of the plug, the shear strength for a combination of LCMs should satisfy the following inequality, 20, 40 (24) Δ P P z s = P z s p + P z s f For a rectangular plug with vertical faces, P zsf is equal to zero and P zsp is given by, 20 (25) P z s p = P c ' b (1 φ A f / A) tan δ 1 Δ H We choose the
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