Design Issues

 

 

Issues to consider in the design and specification of natural stone and modular pavements, for all types of traffic.

 

 

 

Kerry Evans
technical director

If you have a project that you'd like to discuss, please feel free to email or call me.

 

 

 
There is no intention here to provide a concise flow chart or menu driven routine which will provide the reader with a full specification for any given situation. Not that we are holding back or exercising caution, the fact is that pavement design is a very broad subject with more complexities and technical anomolies than many other areas of engineering design. However, we can usefully consider what we know to be the major issues, so here they are:

Number 1 is 'Site Category':

For the unititated this is a term used in British Standards to define the level of vehicular loading a pavement must support.

British Standards form the most useful and robust guidance and you will come across references to BS7533 throughout.

The number and type of vehicles which a pavement must support is fundamental to the design choices we can make.

Number 2 is the type of paving element. This can broadly be broken down into 3 categories:
"Setts" are paving elements which are usually less than 150 mm wide and are usually as deep as they are wide.

"Shallow Setts" are paving elements which are less than 150 mm wide and are less deep than they are wide.
The performance requirements for natural stone setts is described in BS EN 1342.

"Slabs" and "Flags" are paving elements which have a width more than 150 mm and more than 2 times their thickness.
The performance requirements for natural stone slabs is described in BS EN 1341
The performance requirements for precast concrete paving elements is described in BS EN 1338
Using modern and affordable technology shallow slabs can be mixed with setts in the same surface, even under heavy vehicular trafficking but there are limits upon what is possible and some design imperatives which must be followed.

Number 3 is the type of surface construction, bound or unbound.

Bound construction means paving elements bedded and jointed using mortar.

Unbound mortar means paving elements bedded and jointed using only aggregate.

You might find that we suggest an unbound construction for some situations. After all why pay for mortar if it's not needed?

Number 4 is the type of cleaning regime employed. Yes, this is really important.

Number 5 is the supporting base layer upon which the paving is bedded.

Number 6 is "Detailing" and the Devil really is in the Detail when designing pavements and carriageways.

 

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Method Statements

 

 

Kerry Evans
technical director

If you have a project that you'd like to discuss, please feel free to email or call me.

 

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