Q. The boundary condition equation for Y̅, where Y̅ is the component of the surface force in y-direction per unit area is ___________

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Q. The boundary condition equation for Z̅, where Z̅ is the component of the surface force in z-direction per unit area is ___________

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Q. The matrix form of the boundary condition equations is _____________

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Q. The partial differential of normal stress in y-direction in terms of effective stress is given by __________

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Q. The equilibrium equation in X-direction in terms of effected stress for a saturated soil body is given by __________

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Q. The equilibrium equation in Y-direction in terms of effected stress for a saturated soil body is given by __________

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Q. The equilibrium equation in Z-direction in terms of effected stress for a saturated soil body is given by __________

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Q. The following diagram represents the contact pressure of __________

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Q. The following diagram represents the contact pressure of __________

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Q. The following diagram represents the contact pressure of __________

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Q. In simple radial distribution, the three stress components σr, σθ and τrθ are given by ___________

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Q. In simple radial distribution, if \(σ_r=K \frac{Q cos⁡θ}{r},\) then the value of K is ________

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Q. When the ground is horizontal, \(α=\frac{π}{2}\) in constant K. What will be the radial stress σᵣ due to vertical line load?

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Q. The radial stress component σᵣ due to inclined line load of intensity Q per unit length is given by ___________

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Q. When the ground is horizontal, \(α=\frac{π}{2}\) in constant K. What will be the radial stress σᵣ due to inclined line load at the horizontal ground surface?

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Q. For any position of point P subtending angle α with AB, the vertical stress is given by___________

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Q. For point P under the support A, the vertical stress is given by __________

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Q. For point P under the support B, the vertical stress is given by __________

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Q. For a linearly variable infinite load, for a point P, the vertical stress σz is _________

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Q. For a symmetrically distributed triangular load, under the centre of the triangular load, the vertical stress at any point at a depth z is given by ___________

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