首页> 外文会议>Seventh International Conference on Geosynthetics Vol.1, Sep 22-27, 2002, Nice France >A geosynthetic overbridging system in the base of a railway embankment located on an area prone to subsidence at groebers: Construction experience
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A geosynthetic overbridging system in the base of a railway embankment located on an area prone to subsidence at groebers: Construction experience

机译:铁路路堤基部的土工合成材料过桥系统,该区域位于容易发生小鸡沉降的区域:施工经验

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摘要

High strength geosynthetic reinforcements offer an economical possibility to reduce the foundation risk in areas prone to subsidence. Currently constructed railway junction Groebers extending over an area of 120 m x 800 m is the first place, where German Railways are using geogrids to overbridge sinkholes. Two of the eight tracks are designed for the speed of up to 300 km/h. The overbridging system with a design life of 60 years guarantees for the serviceability of the railway tracks during a load time of 1 month after the development of a sinkhole. It consists of: a warning layer, two geogrid layers and a cement stabilized bearing layer. Planning and specification are based on the results of a full scale test and FEM calculations. The final requirements, a typical sections, a specially developed installation-device and first experience are presented in the paper.
机译:高强度土工合成材料增强材料提供了一种经济的可能性,可以降低容易下陷区域的地基风险。当前建造的铁路枢纽Groebers的面积超过120 m x 800 m,这是德国铁路公司使用土工格栅来架设下沉坑的第一个地方。八个轨道中的两个设计时速达300 km / h。设计寿命为60年的过桥系统可确保在形成井眼后的1个月的载荷时间内铁路轨道的可维护性。它包括:警告层,两个土工格栅层和一个水泥稳定的承载层。计划和规格基于全面测试和FEM计算的结果。本文介绍了最终要求,典型部分,专门开发的安装设备和初步经验。

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