Since it is recently noticed that probability methods are being a vital part of theengineering design, in this article are taken into account two different methods such asProbability Based Design (PBD) and Eurocode 7. Both of these methods are based uponreliability design but each of them expresses this concept in different ways.In Probability Based Design, reliability (R) is strictly related to probability of failure(Pf). So, to define the value of reliability using Probability Based Design, it is initially neededto assess the value of probability of failure through statistical calculations. Reliabilitycalculations provide a means of evaluating the combined effects of uncertainties and a meansof distinguishing between conditions where unce...
Design in accordance with Eurocode 7 applies the partial factors of geotechnical parameters to take ...
Eurocode 7 had been introduced to supersede British Standards and used in geotechnical designs of ci...
The paper investigates the probability of failure of slopes using both traditional and more advanced...
Slope stability accidents are widely spread in geotechnical calculation field.The purpose of this pa...
Most of the design codes have moved from traditional total factor of safety method to the partial fa...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
This paper aims to deal with the assessment of the stability of slopes, taking inconsideration sever...
The basic aim of this study is to develop a reliability-based methodology for the practical design o...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
The viability of applying reliability based design in the limit equilibrium evaluation of slope stab...
Probabilistic slope stability analyses are becoming more and more popular to evaluate the safety lev...
The paper contrasts results obtained by the partially factored limit state design method and a more ...
The most important thing for engineers is the safety of the structure. To obtain safe structure, the...
AbstractSlope stability analysis is a branch of geotechnical engineering that is highly amenable to ...
According to the design code Eurocode 7, analysis procedures require reaching a prescribed safety ma...
Design in accordance with Eurocode 7 applies the partial factors of geotechnical parameters to take ...
Eurocode 7 had been introduced to supersede British Standards and used in geotechnical designs of ci...
The paper investigates the probability of failure of slopes using both traditional and more advanced...
Slope stability accidents are widely spread in geotechnical calculation field.The purpose of this pa...
Most of the design codes have moved from traditional total factor of safety method to the partial fa...
Slope stability is one of the geotechnical subject most dominated by uncertainty. The current practi...
This paper aims to deal with the assessment of the stability of slopes, taking inconsideration sever...
The basic aim of this study is to develop a reliability-based methodology for the practical design o...
Uncertainty and randomness of data is a major Issue associated in geotechnical engineering. It is th...
The viability of applying reliability based design in the limit equilibrium evaluation of slope stab...
Probabilistic slope stability analyses are becoming more and more popular to evaluate the safety lev...
The paper contrasts results obtained by the partially factored limit state design method and a more ...
The most important thing for engineers is the safety of the structure. To obtain safe structure, the...
AbstractSlope stability analysis is a branch of geotechnical engineering that is highly amenable to ...
According to the design code Eurocode 7, analysis procedures require reaching a prescribed safety ma...
Design in accordance with Eurocode 7 applies the partial factors of geotechnical parameters to take ...
Eurocode 7 had been introduced to supersede British Standards and used in geotechnical designs of ci...
The paper investigates the probability of failure of slopes using both traditional and more advanced...