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Home Introduction Theoretical_Background Method of Slices Bishop Spencer Morgenstern & Price Use of Limit Equilibrium Choice of Geometry Strengths & Pressures Long Term Problems Short Term Problems Summary References Input Instructions Geometry Boundary Forces Pore Pressures Strength Parameters Earthquake Loading Iteration Control M-P Method Convergence Examples Example 1 Example 2 Example 3i Example 3ii Example 4 |
The static water condition can be analyzed using buoyant unit weights below the water table. This accounts for internal pore pressures and external water pressures.
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| Acknowledgements |