There are over 40,000 road bridges in the UK and most of them are over a hundred years old. These bridges were not designed to carry today's modern traffic and the everincreasing live loads especially with the introduction of 40 tonne lorries since January 1999. Moreover, in the case of multi-ring brickwork arches the penetration of rainwater and/or overloading with the passage of time breaks the adhesion between the rings leading to ring separation. The loss of continuum behaviour is accompanied by a significant drop in load carrying capacity. It is important that they continue to perform their functions. Sympathetic strengthening is preferred to demolition and replacement.A large amount of work has, in recent years, been devoted to the st...
A significant number of old masonry bridges are still in use and need to be assessed considering cur...
Masonry arch bridges are estimated to account for more than 40% of the European bridge stock. Often ...
Prediction of the level of service load above which accumulative damage occurs is a key priority for...
There are over 40,000 road bridges in the UK and most of them are over a hundred years old. These br...
The continued use of many UK highway and railway masonry arch bridges is dependent upon maintaining ...
Experimental work involving large-scale physical models of backfilled masonry arch bridges is being ...
In order to assess the stability of damaged arch structures, the residual capacity of damaged arch b...
How long can existing masonry arch bridges continue to carry heavily increased traffic loading? Is t...
Experimental research has demonstrated that the interaction between soil fill surrounding the arch ...
In the United Kingdom many existing masonry arch bridges have been subject to alteration and extensi...
Strength and serviceability assessment of masonry arch bridges currently in service is of immense im...
Vertical static load tests on sixteen 2,95m span multi-ring clay brick arches were carried out to in...
New masonry arch bridges are rarely constructed as part of modern transport networks, however they c...
Numerous methods are available for the assessment of masonry arch bridges at the ultimate limit sta...
The presence of soil backfill has been shown to have a significant influence on theload-carrying cap...
A significant number of old masonry bridges are still in use and need to be assessed considering cur...
Masonry arch bridges are estimated to account for more than 40% of the European bridge stock. Often ...
Prediction of the level of service load above which accumulative damage occurs is a key priority for...
There are over 40,000 road bridges in the UK and most of them are over a hundred years old. These br...
The continued use of many UK highway and railway masonry arch bridges is dependent upon maintaining ...
Experimental work involving large-scale physical models of backfilled masonry arch bridges is being ...
In order to assess the stability of damaged arch structures, the residual capacity of damaged arch b...
How long can existing masonry arch bridges continue to carry heavily increased traffic loading? Is t...
Experimental research has demonstrated that the interaction between soil fill surrounding the arch ...
In the United Kingdom many existing masonry arch bridges have been subject to alteration and extensi...
Strength and serviceability assessment of masonry arch bridges currently in service is of immense im...
Vertical static load tests on sixteen 2,95m span multi-ring clay brick arches were carried out to in...
New masonry arch bridges are rarely constructed as part of modern transport networks, however they c...
Numerous methods are available for the assessment of masonry arch bridges at the ultimate limit sta...
The presence of soil backfill has been shown to have a significant influence on theload-carrying cap...
A significant number of old masonry bridges are still in use and need to be assessed considering cur...
Masonry arch bridges are estimated to account for more than 40% of the European bridge stock. Often ...
Prediction of the level of service load above which accumulative damage occurs is a key priority for...