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Facing a major geological hazard for a highway tunnel in the French Alps

机译:在法国阿尔卑斯山的公路隧道中面临重大地质灾害

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The paper presents a case history of a twin tunnel for a motorway in French Alps, to be excavated in metamorphic rocks, but which had to face to a major soil & water ingress due to an unforeseen paleo-valley filled with sands and gravel's, with high water table. The paper presents the geological data showing the very uneven shape of the paleo-valley and the ground treatments performed to cross the accident zone : bentonite & cement grouting, compaction grouting and jet-grouting (umbrella, face reinforcement, micropiles and reinforcement under the invert). For these jet-grouting works, the paper deals with the design of the project, the FEM calculations performed, the actual progress of the works in the tunnels and the incidence of this geological hazard on the tunnels construction.
机译:本文介绍了法国阿尔卑斯山的一条高速公路双隧道的案例,该隧道将在变质岩中开挖,但由于无法预料的充满了沙子和砾石的古谷,它不得不面对主要的土壤和水侵入。高水位。本文介绍了地质数据,这些数据表明古谷的形状非常不均匀,并且跨越事故区域进行了地面处理:膨润土和水泥灌浆,压实灌浆和旋喷灌浆(伞形,端面加固,微桩和倒置加固) )。对于这些喷射注浆工程,本文涉及项目的设计,进行的有限元计算,隧道工程的实际进展以及这种地质灾害在隧道施工中的发生率。

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