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Rainfall thresholds for shallow landsliding derived from pressure-head monitoring: cases with permeable and impermeable bedrocks in Boso Peninsula, Japan

机译:由压头监测得出的浅层滑坡的降雨阈值:日本房总半岛中具有可渗透和不可渗透基岩的案例

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摘要

Rainfall thresholds for shallow landslide initiation were determined for hillslopes with twotypes of bedrock, permeable sandstone and impermeable mudstone, in the Boso Peninsula,Japan. The pressure-head response to rainfall was monitored above a slip scarp due toearlier landslides. Multiple regression analysis estimated the rainfall thresholds for landslidingfrom the relation between the magnitude of the rainfall event and slope instability caused bythe increased pressure heads. The thresholds were expressed as critical combinations ofrainfall intensity and duration, incorporating the geotechnical properties of the hillslopematerials and also the slope hydrological processes. The permeable sandstone hillslope has agreater critical rainfall and hence a longer recurrence interval than the impermeable mudstonehillslope. This implies a lower potential for landsliding in sandstone hillslopes, correspondingto lower landslide activity.
机译:在日本Boso半岛,确定了具有两种类型的基岩(可渗透砂岩和不可渗透泥岩)的山坡的浅层滑坡起始降雨阈值。在较早的山体滑坡造成的滑坡上方监测了压头对降雨的响应。多元回归分析根据降雨事件的大小与压头增加引起的边坡失稳之间的关系,估算了滑坡的降雨阈值。阈值表示为降雨强度和持续时间的关键组合,并结合了斜坡材料的岩土特性以及斜坡水文过程。渗透性砂岩山坡的临界降水量较大,因此与非渗透性泥岩山坡相比,复发间隔更长。这意味着在砂岩山坡上发生滑坡的可能性较低,对应于较低的滑坡活动。

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