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Investigation of the role of gas hydrates in continental slope stability west of Fiordland, New Zealand

机译:天然气水合物对新西兰峡湾西部大陆斜坡稳定性的作用研究

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摘要

Sediment weakening due to increased local pore fluid pressure is interpreted to be the cause of a submarine landslide that has been seismically imaged off the southwest coast of New Zealand. Data show a distinct and continuous bottom‐simulating reflection (BSR)—a seismic phenomena indicative of the presence of marine gas hydrate—below the continental shelf from water depths of c. 2400 m to c. 750 m, where it intersects the seafloor. Excess pore fluid pressure (EPP) generated in a free gas zone below the base of gas hydrate stability is interpreted as being a major factor in the slope's destabilisation. Representative sediment strength characteristics have been applied to limit‐equilibrium methods of slope stability analysis with respect to the Mohr‐Coulomb failure criterion to develop an understanding of the feature's sensitivity to EPP. EPP has been modelled with representative material properties (internal angle of friction, bulk soil unit weight and cohesion) to show the considerable effect it has on stability. The best estimate of average EPP being solely responsible for failure is 1700 kPa, assuming a perfectly elastic body above a pre‐defined failure surface in a static environment.
机译:由于局部孔隙流体压力增加而造成的沉积物减弱被认为是海底滑坡的原因,该滑坡已在新西兰西南海岸进行了地震成像。数据显示,在c的水深以下的大陆架下方,出现了明显而连续的底部模拟反射(BSR),这是一种地震现象,表明存在海洋天然气水合物。 2400米至c 750 m,与海底相交。在天然气水合物稳定度以下的自由气体区中产生的过量孔隙流体压力(EPP)被解释为斜坡失稳的主要因素。具有代表性的沉积物强度特征已针对Mohr-Coulomb破坏准则应用于边坡稳定性分析的极限平衡方法,以加深对该特征对EPP的敏感性的了解。 EPP已通过具有代表性的材料特性(内摩擦角,整块土壤单位重量和内聚力)进行建模,以显示其对稳定性的显着影响。假设在静态环境中在预先定义的故障表面上方具有完美的弹性体,则对故障完全负责的平均EPP的最佳估计值为1700 kPa。

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