Abstract :Stabilizing pile with pre-stressed anchored Cables is an effective structure widely applies in landslide engineering. In present stabilizing pile design theories and computational methods are extremely abundant. This paper summarized the mechanism action and the rules of stabilizing pile in macroscopic design, selection of mainly calculate parameters for example: Anti-slide pile thrust, anti-slide pile position, pile spacing, pile anchor length, anchor cable pre-stressed value and so on are optimized, and anti-slide pile mainly design line and process are described combine with the applications of slide slop protection engineering to GreatWall mine. The design basis of the similar stabilizing pile with pre-stressed anchor cable engineering is available.
Keywords: geotechnical engineering, stabilizing pile, pre-stressed anchored cables, optimize design









