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Spatially Fixed Initial Break Point and Fault-Rock Development in a Landslide Area

机译:滑坡区域的空间固定初始断点和断层岩发育

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The relationship between slip behavior and fault-rock properties has been investigated from several perspectives, including rock mechanics, landsliding, and earthquake faulting. This includes mainly studies on land, but recently also from submarine settings, since increasing availably of new offshore technologies allow marine fault/slip zone drilling and monitoring. Here we present a detail study for a subaerial landslide in SW Japan, the conceptual and methodological approach of which may provide important means towards better understanding various friction behaviors including ocean margin slope creeping and submarine landslides.Thousand of landslides occur in the Japanese mountains during precipitation events, and monitoring systems have been installed for disaster management and mitigation. Slopes in many of these areas undergo repeated continuous stable creep and episodic acceleration without catastrophic failure. We monitored the dynamic processes of pore-fluid-induced episodic landslides during two typhoons associated with heavy rain in the 300 m×800 m Utsugi landslide area in the Jurassic Chichibu complex. A basal fault denning the landslide body has a maximum depth of approximately 30 m and is exposed at the surface at the top and bottom ends. Borehole pipes that penetrate the basal fault have been installed at 13 sites for monitoring tilt and groundwater levels. We used five of these sites for dynamic monitoring. In two cases, slip initiation occurred in the area where the groundwater level rose quickly during the rainfall. We analyzed the fault rocks at this site in a drill core obtained during the dry season and in another drill core obtained immediately after a slip event. The fracture zone at the slip depth is overlaid with low permeable gouge, inferred to have developed by shear grind. In the post-slip event core, the fracture zone has much higher water content than that in the dry season core. The gouge layer and fracture zone may thus act as an impervious cap rock and a conduit for fluid, respectively. The fault rock and fluid flow system likely developed over a long period, and thus can explain the repeated initiation of slip at the same location.
机译:从岩石力学,滑坡和地震断层等多个角度研究了滑移行为与断层岩石特性之间的关系。这主要包括对陆地的研究,但最近也包括对海底环境的研究,因为越来越多的新近海技术可用于海洋断层/滑带钻探和监测。在这里,我们对日本西南部的一个地下滑坡进行了详细的研究,其概念和方法论方法可能为更好地理解各种摩擦行为(包括海缘斜坡蠕变和海底滑坡)提供重要的手段。事件和监视系统已安装,用于灾难管理和缓解。在许多这些地区中,边坡经历了连续不断的稳定蠕变和突发加速,而没有灾难性的破坏。我们在侏罗纪秩父综合体的300 m×800 m Utsugi滑坡区监测了两次与强降雨相关的台风期间,由孔隙流体诱发的突发性滑坡的动态过程。界定滑坡体的基底断层的最大深度约为30 m,并暴露于上下两端的表面。贯穿基底断层的钻孔管已安装在13个位置,用于监测倾斜度和地下水位。我们使用了其中五个站点进行动态监视。在两种情况下,在降雨期间地下水位迅速上升的地区发生了滑坡起因。我们分析了在旱季获得的一个钻芯和在滑移事件后立即获得的另一个钻芯中该位置的断层岩。滑移深度的断裂带被低渗透的泥浆覆盖,推测是通过剪切研磨形成的。滑后事件岩心中的断裂带含水量比旱季岩心中的高得多。凿层和裂缝区域因此可以分别用作不透水的盖层和流体的导管。断层岩石和流体流动系统很可能会长期发展,因此可以解释在相同位置滑移的重复开始。

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