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Static and dynamic stability analyses of the 800m high Åknes rock slope, western Norway

机译：挪威西部800m高Åknes岩质边坡的静态和动态稳定性分析

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PhD i geologi og bergteknikk

机译：地质与岩石工程博士学位

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Kveldsvik Vidar;
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年度 2008
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正文语种 eng
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1. Static and dynamic simulation of a 700-m high rock slope in western Norway [J] . Rajinder Bhasin, Amir M. Kaynia Engineering Geology . 2004,第3a4期

机译：挪威西部700 m高岩石边坡的静态和动态模拟
2. From incipient slope instability through slope deformation to catastrophic failure - Different stages of failure development on the Ivasnasen and Vollan rock slopes (western Norway) [J] . Oppikofer T., Saintot A., Hermanns R. L., Geomorphology . 2017,第jula15期

机译：从初期的边坡失稳到边坡变形再到灾难性破坏-Ivasnasen和Vollan岩石边坡的破坏发展不同阶段（挪威西部）
3. DIRECTIONAL SHEAR STRENGTH MODELS IN 2D AND 3D LIMIT EQUILIBRIUM ANALYSES TO ASSESS THE STABILITY OF ANISOTROPIC ROCK SLOPES IN THE PILBARA REGION OF WESTERN AUSTRALIA [J] . Neil Bar, Geoffrey Weekes Australian Geomechanics . 2017,第4期

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4. Stability Analyses of Western Slopes in Jointed Rock Masses for GuangYang Highway [C] . ShuLi Wang, ManGen Mu, Ran Wang, International Conference on Technology of Architecture and Structure . 2012

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5. Slope stability analyses of waste rock piles under unsaturated conditions following large precipitations [D] . Maknoon, Maryam. 2016

机译：大降水后非饱和条件下waste石桩的边坡稳定性分析。
6. Comparison of Statically and Dynamically Determined Youngs Modulus of Rocks [O] . John M. Ide 1936

机译：静态和动态确定的岩石杨氏模量的比较
7. Stability Analyses of the Åknes Rock Slope, Western Norway [O] . Grøneng Guro 2010

机译：挪威西部Åknes岩质边坡的稳定性分析
8. Risk Analysis for Rock Slopes in Open Pit Mines. Part III. Reliability Analysis of Rock Slope Stability [R] . Einstein, H. H. , Baecher, G. B. , Venziano, D. , 1979

机译：露天矿山岩质边坡风险分析。第三部分。岩质边坡稳定性可靠度分析

Static and dynamic stability analyses of the 800m high Åknes rock slope, western Norway

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