Numerical modelling and mechanical behaviour analysis of ancient tunnel masonry structures

被引：24

作者：

Dris, Jamal ^{[1
]}

Verdel, Thierry ^{[1
]}

Al-Heib, Marwan ^{[2
]}

机构：

[1] Laego Ecole Mines Nancy, Inst Natl Polytech Lorraine, F-54042 Nancy, France

[2] Ineris Ecole Mines Nancy, F-54042 Nancy, France

来源：

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2008年 / 23卷 / 03期

关键词：

old tunnels; instability; masonry; numerical modelling and risk;

D O I：

10.1016/j.tust.2007.04.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

As with all older construction, ancient tunnels feature particular characteristics, especially as regards past construction methods, geometrical design considerations and the set of construction materials used. Old tunnels usually display a unique vaulted section shape built with masonry. The present paper proposes two numerical models of an old tunnel supported by masonry; these models were developed by the well-known Universal Distinct Element Code (UDEC). A masonry mechanical behaviour analysis and numerical simulation of the masonry ageing phenomenon will also be addressed by means of an experimental design to study the influence of masonry block physical properties on the mechanical behaviour of masonry structures in old tunnels. (C) 2007 Elsevier Ltd. All rights reserved.

引用

页码：251 / 263

页数：13

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