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Stabilization of the Bender's Park Landslide, Lead, South Dakota

机译:稳定Bender's Park Landslide,Lead,South Dakota

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Snowmelt and spring rain following an unusually heavy snowfall in the winter of 1993-1994 resulted in pronounced slope movement of the 350,000 m~3 Bender's Park landslide in Lead, South Dakota. This caused movement of the 21 homes located on the affected slope. A detailed study of the slide was initiated in 1994 when the slope movement also caused structural damage that forced the closure of a recently-constructed shopping mall at the toe of the slope. During the fall of 1995 stabilization efforts began by constructing deep, rock-filled trenches extending below the failure plane along the head and toe of the slide, for the dual purposes of providing increased shear resistance and to enhance subsurface drainage. Following construction, a continued overall decrease in the rate of landslide movement occurred over a period of about four years, and is attributed to the effectiveness of the trenches in providing increased stability as the slide movement developed passive resistance in the rockfill. The last sets of inclinometer readings taken in early 2002 showed no detectable movement.
机译:1993 - 1994年冬季异常大的降雪后散雪和春雨导致了350,000米〜3个Bender的Parklide in Lead,South Dakota的明显坡度运动。这导致了位于受影响的斜坡上的21个家庭的运动。当斜坡运动也引起了结构损坏的结构损坏,迫使斜坡上的最近建造的购物商场关闭的结构损坏,于1994年开始研究。在1995年秋季的稳定工作开始,通过构造沿着滑动件的头部和脚趾在故障平面下方延伸的深层岩石填充的沟槽,以便双重目的提供增加的剪切抗性和增强地下排水。在建设之后,在大约四年的时间内发生了山体滑坡运动速度的持续整体下降,归因于沟渠的有效性,因为滑动运动在岩石中发育了被动阻力,造成了增加的稳定性。 2002年初读取的倾斜度计读数的最后一套没有检测到的运动。

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