|
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 |
To reduce the number of iterations required to solve the problem the user should estimate the factor of safety as well as the angle of inclination of the side forces Allowable force and moment imbalances are established by the program. A description of the force and moment imbalance is given in the theoretical background section . It is suggested that appropriate values for the maximum acceptable horizontal force imbalance and the maximum acceptable moment imbalance are given by
|
| |
|
|
|
| Copyright © TAGA Engineering Software Ltd 2010 | |
| Acknowledgements |