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JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 379-384


SLOPE STABILITY ANALYSIS
 
DOI: 10.14415/konferencijaGFS2014.051
UDC: 624.131.38:624.131.537
CC-BY-SA 4.0 license
Author : Baćić, Božana; Uljarević, Mato
 
 Summary:
 Both, natural and slopes induced by human activity, created for different purposes, area permanent geotechnical problem. An important aspect in understandingthe complexity of mechanical behavior of the soil is the knowledge of all factors that cause slipping. In respect to this, more detailed laboratory and field research is needed. This will provide input to the calculation models in terms of physical and mechanical properties of the soil, as well as load on the ground and in the slope as a function of time. Only high quality research work can be a good basis for the analysis of natural and man-made slopes. Based on such analysis, it is possible to make an optimal technical solutions with respect to an acceptable risk level. Research in this area give an opportunity to review and improve the existing knowledge. This work provides insight into the general solution of moving sliding surfaces under the influence of the load. In doing so, general example of landslides is presented, taking into account the following: -soil parameters (soil cohesion, internal friction angle of the soil, the safety factor, the power functional relationship for the soil,) -load (groundwater, soil net weight, ongoing load on the surface, concentrated horizontal and vertical loads, seismic loads,). The main objective of this study is to present the problems of slope stability. In this regard, special emphasis is given to the sensitivity of the calculation model input parameters (soil, load), which should contribute to raising awareness about this issue, as a prerequisite to make the right decisions and optimal technical solutions in this area.
 
 Keywords:
 Research, slopes, load, soil parameters