| 摘要 |
The present invention refers to a preventive and corrective procedure for earth embankments stabilization, cuts and unstable braes, apart from being a systematic and continuous procedure that by means of the conjunct application of a micro-piles-anchors-ejected concrete, allowing correcting or eliminating crackings, recesses, lateral movements and resistance failures due to the cutting effort in the ground which affect the adequate functionality of constructions; and in the event of a inadequate treatment could provoke deaths and material damages. The conceptualized idea of its function basically consists in removing material of the unstable body making stepped cuts for the formation of berms, which will be locally reinforced with the anchored pilewall system and due that the constructive process always begins with the treatment of the unstable body at the upper part, this guarantees a complete certainty for treating the lower levels. Finally, the execution times compared to the other stabilization systems are considerably shorter, achieving a significative reduction in operation costs in the short and long term.
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