Land slide stabilization for a working platform which occurred during excavation in Cluj-Napoca

Authors

  • I. Abrudan Technical University of Cluj-Napoca, Romania
  • C. Plescan Transilvania University of Brasov, Romania

Keywords:

landslide stabilization, drainage, slope, piles

Abstract

The present study contains the technical data and design method, with details, regarding the stabilization of a landslide using drilled piles on a site from Faget area in Cluj-Napoca where a family home is to be constructed. A landslide occurred during the excavations on a slope through which drainage was oriented from the area, without former measures to avoid such phenomena. In order to regain the slope's stability and resuming the project, it was proposed a consolidation solution to prevent any further landslides and a safe way for the building process. In this paper it is presented the slope analysis method and design method for the landslide stabilization with some aspects regarding the final technical solution.

Author Biographies

I. Abrudan, Technical University of Cluj-Napoca, Romania

Faculty of Civil Engineering

C. Plescan, Transilvania University of Brasov, Romania

Civil Engineering Department

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Published

2016-01-22

Issue

Section

RAILWAYS, ROADS AND BRIDGES