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1、此文档是毕业设计外文翻译成品（ 含英文原文+中文翻译），无需调整复杂的格 式！下载之后直接可用，方便快捷！本文价格不贵,也就几十块钱！一辈子也就 一次的事！ 外文标题：Slope Stability Assessment of the Tranadjupet Slide Area Offshore The Mid-Norwegian Margin 外文作者：D. LEYNAUD Table 7). Static and pseudo-static approaches provide similar FOS (1.72/1.85/1.74, static; 1.08/1.13 pseudo-

2、static). The FE dynamic estimate gave a safety factor lower than 1.0 for a failure surface up to 40 meter depth (0.1 g PGA). Using the Monte Carlo simulation and FORM methods (pseudo-static case) we obtained the following probability of failure (Table 8). 10 Conclusions Backcalculation of the slide:

3、 1.A high FOS is found for the static case (FOS=15.0) which means that the continental slope (1 degree slope angle) is very stable if subjected only to gravity loading. Assuming a slope angle increase up to 3 degrees, the static FOS is reduced to 4.39 (very stable slope). 2.From the pseudo-static mo

4、del, the pre-slide area is unstable with a 0.15 g pseudo acceleration. Considering a similar value for the PGA and the age of the slide (4300 y. BP) on the other hand, this is in accordance with the seismic activity in the area (0.35g PGA, 10000 year return period). The Finite Element method model a failure in the first 20 meters depth (FOS=0.77) showing that the dynamic earthquake-induced shear stress is enough to initiate some failures at medium depth during the first 10 seconds. Thus, if the