Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shear Strength Behavior and Finite Element Modelling of Soil Mixtures Under Low Confining Pressure
Abstract Information technology term also means that solving problems by using computers, software, middleware, storage, or sensor systems. The development of the computer technology presents to estimate soil behavior in geotechnical engineering problems. In addition, geotechnical engineers want to define soil behavior parameters easily by using software. In this study, results of direct shear tests are modelled by using Abaqus software. Mohr – Coulomb material model was used to define failure condition of soils. Necessary material properties, such as shear modulus and dilation angle were computed from the test results. Failure stresses of laboratory test and model are matched with each other. Stress and strain variation of the soil specimen was investigated and presented at the end of the study.
Shear Strength Behavior and Finite Element Modelling of Soil Mixtures Under Low Confining Pressure
Abstract Information technology term also means that solving problems by using computers, software, middleware, storage, or sensor systems. The development of the computer technology presents to estimate soil behavior in geotechnical engineering problems. In addition, geotechnical engineers want to define soil behavior parameters easily by using software. In this study, results of direct shear tests are modelled by using Abaqus software. Mohr – Coulomb material model was used to define failure condition of soils. Necessary material properties, such as shear modulus and dilation angle were computed from the test results. Failure stresses of laboratory test and model are matched with each other. Stress and strain variation of the soil specimen was investigated and presented at the end of the study.
Shear Strength Behavior and Finite Element Modelling of Soil Mixtures Under Low Confining Pressure
Balaban, Eren (Autor:in) / Onur, Mehmet İnanç (Autor:in) / Smejda, Ales (Autor:in)
25.09.2019
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Shear strength of soil-pipeline interfaces under low confining stresses and large displacements
| BASE | 2019