The settlement of a building on a slope soil susceptible to slide

Authors

  • I. Tuns Transilvania University of Brasov, Romania
  • T.F. Galatanu Transilvania University of Brasov, Romania
  • M. Mantulescu Transilvania University of Brasov, Romania
  • V. Asuencei Apa Company Brasov, Romania

Keywords:

soil foundation, geotechnical study, soil stratification, drill, dig

Abstract

The slope soils susceptible to slide, make part of the difficult soils foundation category and in order to choose an adequate foundation system is necessary to know the real geotechnical condition of the settlement. For this, the geotechnical data obtained ago of the drills affecting the settlement of the future building is very important. This paper, it is presented a case study concerning the factors which has determined the change foundation system after the digging works have begun.

Author Biographies

I. Tuns, Transilvania University of Brasov, Romania

Department of Civil Engineering

T.F. Galatanu, Transilvania University of Brasov, Romania

Department of Civil Engineering,

V. Asuencei, Apa Company Brasov, Romania

Project Implementation Unit

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Published

2015-02-03

Issue

Section

CIVIL ENGINEERING