Non-destructive testing of fired tunnel walls:: the Mont-Blanc Tunnel case study

被引:45
|
作者
Abraham, O [1 ]
Dérobert, X [1 ]
机构
[1] Ctr Nantes, Lab Cent Ponts & Chaussees, F-44341 Bouguenais, France
关键词
concrete; seismic refraction; ground-penetrating radar;
D O I
10.1016/S0963-8695(03)00034-3
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The investigation of fired tunnel walls typically relies on visual inspection and a comprehensive study of core samples. Visual inspection is limited to surface diagnosis, while core samples only provide a detailed image of the damaged zone at a single point. In order to gain an extensive view of the entire depth of the damaged zone as well as specific material properties, both the seismic refraction method and ground-penetrating radar investigation may be carried out. In the case of the Mont-Blanc Tunnel, these non-destructive methods have been tested in three zones: heavily damaged, moderately damaged, and sound. On the radargrams generated, several layers can be roughly identified; seismic refraction then confirms and characterises the existence of layers with contrasting mechanical properties. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:411 / 418
页数:8
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