ANALYTICAL METHOD OF PARAMETERS CALCULATION OF STABILITY SLOPES ON HIGH CAPACITY WEAK BASES
In the development of mineral deposits by open pit and dumping overburden in the external and internal piles often arises the problem of determining the stability of slopes, located on low basis high power. The existing methods for solving this task, often graphic, have a number of disadvantages which are eliminated in the proposed analytical method of calculation. It is shown that the potential slip surface in slopes located on a weak base big capacity, can be described three arcs of circles. The analytical method of calculation, based on the theory of maximum equilibrium, offers authors. Computer realization of decision facilitates calculations and analysis considerably, that gives considerable advantages to the method.