Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Probabilistic stability analysis of simple reinforced slopes by finite element method
https://orcid.org/0000-0003-4772-0382
https://orcid.org/0000-0002-5943-2700
Abstract Probabilistic slope stability analyses of simple geosynthetic reinforced soil slopes were carried out using the shear strength reduction method in combination with the finite element method (FEM). An existing open-source FEM code was modified to include bar elements to model horizontal layers of geosynthetic reinforcement. Analysis results using the modified code (mFEM) demonstrate that large reductions in probability of failure can be realized by adding geosynthetic reinforcement layers to constructed slopes. The modified code was also used to investigate the effect of variability of soil friction angle on probabilistic outcomes for constructed unreinforced and reinforced purely frictional soil slopes.
Probabilistic stability analysis of simple reinforced slopes by finite element method
https://orcid.org/0000-0003-4772-0382
https://orcid.org/0000-0002-5943-2700
Abstract Probabilistic slope stability analyses of simple geosynthetic reinforced soil slopes were carried out using the shear strength reduction method in combination with the finite element method (FEM). An existing open-source FEM code was modified to include bar elements to model horizontal layers of geosynthetic reinforcement. Analysis results using the modified code (mFEM) demonstrate that large reductions in probability of failure can be realized by adding geosynthetic reinforcement layers to constructed slopes. The modified code was also used to investigate the effect of variability of soil friction angle on probabilistic outcomes for constructed unreinforced and reinforced purely frictional soil slopes.
Probabilistic stability analysis of simple reinforced slopes by finite element method
https://orcid.org/0000-0003-4772-0382
https://orcid.org/0000-0002-5943-2700
Abstract Probabilistic slope stability analyses of simple geosynthetic reinforced soil slopes were carried out using the shear strength reduction method in combination with the finite element method (FEM). An existing open-source FEM code was modified to include bar elements to model horizontal layers of geosynthetic reinforcement. Analysis results using the modified code (mFEM) demonstrate that large reductions in probability of failure can be realized by adding geosynthetic reinforcement layers to constructed slopes. The modified code was also used to investigate the effect of variability of soil friction angle on probabilistic outcomes for constructed unreinforced and reinforced purely frictional soil slopes.
Probabilistic stability analysis of simple reinforced slopes by finite element method
Luo, Ning (Autor:in) / Bathurst, Richard J. (Autor:in) / Javankhoshdel, Sina (Autor:in)
Computers and Geotechnics ; 77 ; 45-55
01.04.2016
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
FEM , finite element method , LEM , limit equilibrium method , mFEM , modified finite element method , pLEM , probabilistic limit equilibrium method , RFEM , random finite element method , Probabilistic analysis , Reinforced slope stability , Finite element method , Monte Carlo simulation , Limit equilibrium method
Probabilistic stability analysis of simple reinforced slopes by finite element method
| Online Contents | 2016
Probabilistic stability analysis of simple reinforced slopes by finite element method
| British Library Online Contents | 2016
Probabilistic stability analysis of simple reinforced slopes by finite element method
| British Library Online Contents | 2016
Probabilistic stability analysis of simple reinforced slopes by finite element method
| British Library Online Contents | 2016
Probabilistic Analysis of Slopes by Finite Element Method
| TIBKAT | 2019