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Stabilization of a BNSF embankment failure via displacement and surcharging

机译:通过置换和补给来稳定BNSF路堤破坏

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Between July of 2004 and November of 2006, Braun Intertec Corporation worked to stabilize an embankment failure along a BNSF railroad in Long Lake, Minnesota. The failure occurred as an existing embankment was being widened to accommodate a southerly track shift and a TH 12 bypass through the area. The failure impacted an approximate 500-foot section of embankment fill being advanced over a thick sequence of organic soils, and soft silts and clays. Given the depth of the failure mass, and because it was largely submerged, the chosen mitigation alternative consisted of displacement, followed by temporary surcharging to reduce the risk of long-term embankment deformation. The final embankment geometry was also altered to enhance long-term embankment stability. Inclinometer measurements taken during displacement and surcharging, and after surcharge removal, were critical to validating the success of the project. Nineteen months after surcharge removal, only negligible amounts of deformation have been recorded.
机译:在2004年7月至2006年11月之间,Braun Intertec Corporation致力于稳定明尼苏达州长湖BNSF铁路沿路堤的破坏。发生故障的原因是,现有路堤被拓宽以适应该区域的南移和TH 12旁路。这次破坏影响了大约500英尺的路堤填土,这些填土在厚厚的有机土壤,软粉砂和黏土上前进。考虑到破坏体的深度,并且由于其大部分被淹没,因此选择的缓解方案包括位移,临时加注以减少路堤长期变形的风险。最终路堤的几何形状也进行了更改,以增强路堤的长期稳定性。在置换和补给期间以及去除附加费之后进行的测斜仪测量对于验证项目的成功至关重要。去除附加费后的19个月,仅记录到可忽略不计的变形量。

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