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A Nightmare On Elm Street: The December 26,2005 Rockslide and Subsequent Rock Slope Stabilization and Repairs, Downtown Montpelier, Vermont

机译:榆树街的噩梦:12月26日,2005年12月26日摇滚滑坡和随后的岩石斜坡稳定和维修,蒙彼得利州市中心,佛蒙特州

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On December 26, 2005, between 4:15 and 6 p.m., a rock slide occurred in downtown Montpelier, Vermont, starting near the crest of a 100 feet (ft) high rock slope below Cliff Street during a heavy warm rain event following a period of sub-freezing temperatures. About 2,700 cubic yards of rocks, soil and debris slid downslope and onto Elm Street, with several large rocks striking an apartment building. Above ground utility lines were cut by falling rock, and the area lost power and communication services. Damage to Cliff Street included loss of about 5 ft of pavement and 70 ft of guardrail. Both Elm and Cliff Streets were immediately closed to traffic. Mapping, drilling and inspection via rope rappel indicated the failure occurred due to flexural toppling of strata near the crest dipping steeply into the slope, and chevron toppling mid-slope in a weathered bedrock zone about 10 ft deep. The strata consist of interbedded phyllites, calcareous metasiltstones and graphitic slates of the Devonian/Silurian Waits River Formation, complexly folded and foliated, and subjected to differential weathering. The rock mass strength near the crest was decreased by weathering, soil infilling and root jacking, which enhanced dilation of fractures and bedding planes. Slope repairs were completed between mid-January and early May, 2006. The repairs consisted of several slope stabilization construction methods, including mechanical and hand scaling, construction of a shotcrete/rock nail retaining wall, pattern and spot rock bolts, Tecco stabilization systems on steep soil slopes, dental shotcrete, a rockfall drape, and installation of drain holes.
机译:2005年12月26日,下午4:15至下午6点,佛蒙特州市中心的岩石幻灯片发生在佛蒙特州的山顶,在悬崖街下的100英尺(FT)高岩石斜坡附近,在悬崖街之后的一段时间后沉冰温度。大约2,700立方米的岩石,土壤和碎片滑动坡下坡,榆树街,几个大型岩石撞击公寓楼。通过下降岩石切割地面实用线路,该面积损失电力和通信服务。悬崖街的损坏包括损失约5英尺的路面和70英尺的护栏。榆树和悬崖街都立即关闭交通。通过绳索Rappel的映射,钻孔和检查表明,由于陡峭的倾向于斜坡附近的地层的弯曲倒塌而发生故障,并且雪佛龙在大约10英尺深的高速公路区中的中坡。地层由互冰的植物,碎片式的碎石/硅藻土和石墨板材等待着河流形成,复杂折叠和叶片,并经受差动风化。近嵴附近的岩石质量强度通过耐候,土壤缺水和根顶部减少,从而增强了裂缝和床上用品的扩张。 2006年1月中旬至5月初完成坡度维修。维修包括几种坡度稳定施工方法,包括机械和手动缩放,喷射/岩石挡墙,图案和点岩螺栓,TECCO稳定系统陡峭的土壤斜坡,牙科射击,岩石悬垂和排水孔的安装。

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