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A Long-term Monitoring Array for Landslide Precursors: A Case Study at the Ligurian Slope (Western Mediterranean Sea)

机译:用于滑坡前体的长期监控阵列:Ligurian坡度的案例研究(西部地中海)

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The Nice Slope, situated in the French part of the Ligurian Margin, represents a landslide-prone area, where different factors favour slope instability: (i) Seismicity up to ~M6, (ii) rapid sediment deposition in the Var fluvial system, (iii) groundwater discharge along the coastal aquifer, (iv) creeping of sensitive clay layers, and (v) human activity (land reclamation, construction). In 1979, a catastrophic failure occurred in the Var pro-delta, that destroyed the Nice new harbour extension, mobilised ~8.7x106 m3 material, and initiated a tsunami wave of 2-3m. This event led extensive research efforts first directed at understanding the triggers of the failure. In later years, some further studies allowed to detect the occurrence of mechanically weak sediments outside the area that failed in 1979. This, along with the detection of freshened pore water and excess pore pressure development raised concerns as to the present day and future slope stability. Hence, at present, progressive weakening of the shallow sediment is monitored using a long-term array in collaboration between Ifremer Brest and MARUM Bremen. It comprises two multi-level pore pressure probes (Ifremer piezometers, one installed in the 1979 scar, one in the unaffected slope further E) as well as a tilt-meter instrument (Ifremer) that will observe the deformation rate of the upper 8 m of sediment in real-time. In addition, an osmotically driven fluid sampling-lance (MARUM) collects pore fluids for geochemical studies at the levels of the pore pressure ports of the piezometers to identify ground-water discharge. With temporary OBS installations and onshore seismometers in place, the array will allow us to distinguish between the various factors that are presently affecting the stability of the Nice Slope.
机译:尼斯斜率,位于利古里亚保证金的法国部分,表示滑坡多发地区,在那里不同的因素有利于斜率不稳定度:(ⅰ)地震高达〜M6,(ii)所述无功河流系统快速泥沙淤积,( ⅲ)在沿海地下水含水层放电,(ⅳ)沿面敏感粘土层,以及(v)人类活动(土地开垦,建设)。 1979年,一个灾难性故障发生在瓦尔亲三角洲,摧毁了漂亮的新港口扩展,动员〜8.7x106立方米的材料,并发起的2-3M海啸波。此事件导致大量的研究工作,第一冲着理解失败的触发器。在以后的岁月里,一些进一步的研究允许检测未能在1979年这,与检测的劲孔隙水和超孔隙水压力的发展沿着禁区外机械强度弱的沉积物的发生提出了关切到今天和未来的边坡稳定性。因此,在目前,浅沉积物逐渐弱化是使用在法国海洋所布列斯特和马鲁姆不来梅之间的协作长期阵列监测。它包括两个多级孔隙压力探针(法国海洋所测压计,一个安装在1979瘢痕,一个在未受影响的斜率进一步E)以及一倾斜计仪(法国海洋所),将观察的上8米形变速率在实时沉积物。此外,渗透驱动流体采样喷枪(马鲁姆)收集孔隙流体用于在测压计的孔隙压力端口的水平地球化学研究,以确定地面水排出。临时OBS设施和陆上地震检波到位,阵列将使我们到目前影响尼斯边坡稳定性的各种因素加以区分。

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