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Settlement Monitoring for the University Link Light Rail in Seattle, Washington

机译:华盛顿西雅图大学链接轻轨的沉降监测

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An extensive instrumentation program for the University Link Light Rail, Link Contract U220rnin Seattle, Washington, was successfully implemented to monitor both surface and subsurface movement duernto mining of twin bore tunnels using Earth Pressure Balance Tunnel Boring Machines. This paper describes thernchallenges of instrument installation along the alignment and also highlights the most meaningful monitoringrnresults, including measured ground movements from extensometers installed to depths immediately aboverntunnels and a comparison of measured surface and subsurface movements in two distinct geologic conditions.rnIn both cases, tunneling was in glacially consolidated course-grained non-glacial deposits; however, onernlocation was capped by non-glacially consolidated deposits to the surface, while the other location was cappedrnby glacially consolidated soils to the surface. Settlement measurements and rates of settlement were differentrnin each area, regardless of the tunnel face encountering similar soil types.
机译:在华盛顿州西雅图市的Link Link U220rn大学Link轻轨项目中,一项广泛的仪表计划已成功实施,以监视由于使用土压平衡隧道掘进机开采双孔隧道而引起的地表和地下运动。本文介绍了沿路线安装仪器所面临的严峻挑战,并着重介绍了最有意义的监测结果,包括从安装的引伸计到直接位于隧道上方深度的实测地面运动,以及在两种不同地质条件下实测地表和地下运动的比较。在冰川合并的非冰川沉积层中;然而,再定位是由非冰川固结的沉积物覆盖到地表,而另一个位置是由冰川固结的土壤覆盖到地表。不管隧道面遇到类似的土壤类型,每个地区的沉降量度和沉降速率都不相同。

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