Add to ORKGToday´s technology makes it possible to easily compute slope stability using computer software but the accuracy of the results is questionable. In this paper we compare how the application of three different models influences the results in case of different types of soil using the results of laboratory tests from several parts of Hungary. From the analysis of a cutting, soft-soil model deformations are much smaller than that of the other two models. The results of the calculation of an embankment are similar. The safety parameters are approximately the same for each model
Measured data from five geotechnical structures have been back analysed to determine, in each case, ...
TEZ8351Tez (Yüksek Lisans) -- Çukurova Üniversitesi, Adana, 2011.Kaynakça (s. 153-156) var.xix, 174 ...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...
Today´s technology makes it possible to easily compute slope stability using computer software but t...
The content of large soil fractions in soils complicates the experimental part of the research, but,...
When designing geotechnical structures, there is a need to adopt a particular model to represent the...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
Triaxial tests are common laboratory methods to study the mechanical properties of soils. According ...
The article discusses various methods for calculating the coefficient of slope stability on three op...
In recent years, finite element modeling has become an important design tool. Advanced programs make...
The issue of settlement and the calculation of the thickness of the deformation zone are addressed i...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
International audienceA future development site of a housing estate, an abandoned-brick yard with cl...
This paper describes a theoretical background, implementation and validation of the newly developed ...
The overloads of structures or embankments built on clayey soft ground are generally applied gradual...
Measured data from five geotechnical structures have been back analysed to determine, in each case, ...
TEZ8351Tez (Yüksek Lisans) -- Çukurova Üniversitesi, Adana, 2011.Kaynakça (s. 153-156) var.xix, 174 ...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...
Today´s technology makes it possible to easily compute slope stability using computer software but t...
The content of large soil fractions in soils complicates the experimental part of the research, but,...
When designing geotechnical structures, there is a need to adopt a particular model to represent the...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
Triaxial tests are common laboratory methods to study the mechanical properties of soils. According ...
The article discusses various methods for calculating the coefficient of slope stability on three op...
In recent years, finite element modeling has become an important design tool. Advanced programs make...
The issue of settlement and the calculation of the thickness of the deformation zone are addressed i...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
International audienceA future development site of a housing estate, an abandoned-brick yard with cl...
This paper describes a theoretical background, implementation and validation of the newly developed ...
The overloads of structures or embankments built on clayey soft ground are generally applied gradual...
Measured data from five geotechnical structures have been back analysed to determine, in each case, ...
TEZ8351Tez (Yüksek Lisans) -- Çukurova Üniversitesi, Adana, 2011.Kaynakça (s. 153-156) var.xix, 174 ...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...