Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
Time-dependent brittle deformation is a foundational process operating in the underground engineering. So, the study of its characterization is essential to the design and construction of excavations in the rocks for high level radioactive waste disposal repositories. In this study, three constant stress tests under different confining pressures were performed on specimens of Beishan granite. Based on the laboratory results, we investigated mechanical creep behavior of Beishan granite under low confining pressures and compared the results with previous investigations.
Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
Time-dependent brittle deformation is a foundational process operating in the underground engineering. So, the study of its characterization is essential to the design and construction of excavations in the rocks for high level radioactive waste disposal repositories. In this study, three constant stress tests under different confining pressures were performed on specimens of Beishan granite. Based on the laboratory results, we investigated mechanical creep behavior of Beishan granite under low confining pressures and compared the results with previous investigations.
Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
Applied Mechanics and Materials ; 188 ; 78-83
26.06.2012
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
| Tema Archiv | 2012
Study on Triaxial Creep Experiment of Beishan Granite under Low Confining Pressures
| British Library Conference Proceedings | 2012
| British Library Online Contents | 2014