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Gas Hydrate Occurrences and Seafloor Deformation: Investigation of Strain-softening of Gas-hydrate Bearing Sediments and Its Consequence in Terms of Submarine Slope Instabilities

机译:天然气水合物出现和海底变形:对水水合物轴承沉积物应变软化的研究及其在潜艇斜坡稳定性方面的结果

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Published laboratory geotechnical data by Masui and co-authors showed that increase in gas hydrates content tend to increase the peak shear strength and stimulate strain softening of the host sediment. Therefore, development of shear strains may lead to an important degradation of the shear strength (strain softening). In the present work, the strain softening of gas hydratebearing sediments was implemented in a 3D slope stability model (SAMU-3D). This was done by adding to the classical limit analysis method a shear strain field compatibility equivalent to the velocity field compatibility. Examples of slope failures related to strain softening behavior documented in the literature were used to test the model formulation. The developed model was then used to assess the stability of a steep flank of a shale-cored anticline in the eastern part of the offshore Niger delta. Numerical modeling showed that the formation of gas hydrates in the shallow sedimentary layers could considerably affect the factor of safety of the studied slope. The present work showed clearly that the strain-softening behavior of gas hydrate-bearing sediments has relevance for the stability of submarine slopes.
机译:Masui和共同作者的公布实验室岩土工程数据显示,气体水合物含量的增加趋于增加峰值剪切强度和刺激宿主沉积物的菌株软化。因此,剪切菌株的发展可能导致剪切强度的重要降解(菌株软化)。在本作工作中,在3D边坡稳定性模型(SAMU-3D)中实施了气体水合物串沉积物的应变软化。这是通过添加到经典极限分析方法的剪切应变场兼容性,该方法相当于速度场兼容性。与文献中记录的应变软化行为相关的斜率故障的实例用于测试模型配方。然后,开发的模型用于评估海上尼日尔三角洲东部的页岩芯背侧陡峭侧翼的稳定性。数值建模表明,浅沉积层中的气体水合物的形成可以大大影响所研究的坡度的安全因子。本作者显然表明,气体水合物沉积物的应变软化行为具有潜艇斜坡稳定性的相关性。

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