The Bishop's simplified method of slices, commonly used in geotechnical engineering to analyze the stability of slopes, satisfies most of the statics equilibrium conditions with specific limitations. This method accounts for:
- Vertical Forces Equilibrium: Bishop's method considers the balance of vertical forces acting on each slice. This is crucial for determining the normal and shear forces acting on the potential sliding surface.
- Moment Equilibrium: The method ensures the moments around a point (commonly the base of the slice) are balanced. This helps in assessing the rotational stability of the slice around its center of gravity.
However, Bishop's method does not explicitly satisfy:
- Horizontal Forces Equilibrium: The assumption is made that the inter-slice forces are predominantly vertical, and therefore, the horizontal equilibrium is not directly considered. This simplifies calculations but is a noted limitation of the method.
In conclusion, Bishop's simplified method satisfies all the static equilibrium equations except for the horizontal forces equilibrium. It is a practical approach for stability analysis with reasonable accuracy under typical conditions.
Correct answer: all the statics equations, except the horizontal forces equilibrium