Abstract:
failure of the slope often costs lives as well as property. Numerical simulation performed with GEO 5 software to know the influence of anchor for slope stability by traditional Limit Equilibrium method; Bishop’s method. For the analysis silty sand is used; for the given slope, the best inclination of the anchor is suggested to be 25° from the horizontal. optimal horizontal spacing between anchor is determined to be 0.5m to 1.3m. optimal capacity of the anchor should be 200KN to 350KN.
