Since now the design of slope stability was calculated by means of safety ratio, but nowadays we are going to change this approach to limit states - according to Eurocode 7. For the limit states approach it is necessary to define design values not only of soil properties but also of reinforcing elements. The proposed calculation method of the slope stability using limit states approach was transferred into a computer program SVARG. By this program it is possible to calculate the internal and external stability of reinforced earth structure. The principles of the selected calculation method and examples of stability calculations are presented hereafter
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...
This paper deals with a back analysis of a slope failure. The case history investigated is located i...
Most of the research findings in evaluating slope stability using limit analysis are chart-based. No...
Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...
There are a number of different methods of soil slope stability analysis proposed by various researc...
Reinforced soil structures are widely used in civil engineering for the slope protection because of ...
In traditional allowable stress design, as known, the safety factor is calculated with respect to sh...
Reinforcing elements such as geotextiles or geogrids are widely used in retaining walls, slopes and ...
Once appropriate soil parameters i.e. physical and mechanical parameters, pore water pressure, slope...
This paper presents results of comparative slope stability analyses conducted by limit equilibrium a...
Limit analysis uses the lower and upper bound theorems of plasticity theory to find the rigorous low...
Stability and deformation problems in geotechnical engineering are boundary value problems: differen...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
This paper discusses the implications of an approach to the limit states design of geotechnical stru...
AbstractToday's situation at designing of complicated reinforced soil structures requires creating o...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...
This paper deals with a back analysis of a slope failure. The case history investigated is located i...
Most of the research findings in evaluating slope stability using limit analysis are chart-based. No...
Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...
There are a number of different methods of soil slope stability analysis proposed by various researc...
Reinforced soil structures are widely used in civil engineering for the slope protection because of ...
In traditional allowable stress design, as known, the safety factor is calculated with respect to sh...
Reinforcing elements such as geotextiles or geogrids are widely used in retaining walls, slopes and ...
Once appropriate soil parameters i.e. physical and mechanical parameters, pore water pressure, slope...
This paper presents results of comparative slope stability analyses conducted by limit equilibrium a...
Limit analysis uses the lower and upper bound theorems of plasticity theory to find the rigorous low...
Stability and deformation problems in geotechnical engineering are boundary value problems: differen...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
This paper discusses the implications of an approach to the limit states design of geotechnical stru...
AbstractToday's situation at designing of complicated reinforced soil structures requires creating o...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...
This paper deals with a back analysis of a slope failure. The case history investigated is located i...
Most of the research findings in evaluating slope stability using limit analysis are chart-based. No...