CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID

Authors

  • WILLIAN RENAN DE ARAUJO SALVIANO Unica
  • MARCELO DE LIMA BELONI

Keywords:

Stapled soil, Face in concrete blocks

Abstract

Stapled soil, even though it is a type of slope containment that provides several advantages, often leads to the conservatism of builders who have difficulty accepting new construction models. This article presents the design and construction process of a containment executed in the city of Coronel Fabriciano - MG, in a slope of 10.5m in height and 12m in length, with a predominant geotechnical profile of clay and clay with a small presence of sand. stapled soil was executed with face protection performed by a reinforced concrete grid formed by pillars and beams. The closure of the spaces between them with the laying of empty concrete blocks with the process, was executed in an ascending way. The process proved to be very efficient, with a fast construction system, a top-quality finish and customer expectations.

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Published

27-06-2018

How to Cite

SALVIANO, W. R. D. A., & BELONI, M. D. L. (2018). CONTAINMENT IN STAINED GLASS SOIL WITH FACE IN ARMED CONCRETE STRUCTURAL GRID. Uningá Review, 33(2), 121–133. Retrieved from https://revista.uninga.br/uningareviews/article/view/2125