NDE of masonry structures: use of radar tests for the characterisation of stone masonries

被引:59
作者
Binda, L
Lenzi, G
Saisi, A
机构
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
[2] ISMES, I-24068 Seriate, BG, Italy
关键词
non-destructive evaluation; radar; masonry;
D O I
10.1016/S0963-8695(98)00039-5
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Ground penetrating radar is being used as a survey tool to study stone and brick masonries. The aim of the research is to produce guidelines for a technical procedure for the acquisition and interpretation of radar traces to detect inclusions, voids and other defects, the effectiveness of repair, the characteristics of leaves in multiple-leaf walls and to find the presence of moisture in a stone masonry wall. This paper shows first results of in situ tests carried out on historic buildings. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:411 / 419
页数:9
相关论文
共 6 条
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[2]  
KAHLE M, 1992, BAUTECHNIK, V69, P341
[3]  
KAHLE M, 1990, ERKUNDUNG UNTERGRUND
[4]  
MCCAVITT N, 1991, J NONDESTRUCTIVE TES, V6, P179
[5]  
Ulriksen C.P.F., 1982, APPL IMPULSE RADAR C
[6]  
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