3. Small masonry units
3.1 Provisions common to all types of masonry
-
Choice of materials
Materials must be chosen to be non-gelling and of a thickness compatible with the stresses that the corresponding structures will have to withstand (vertical loads, earth pressure): it is therefore possible, under certain conditions, to use hollow elements of the same type as those used for elevations.
This possibility has been the subject of two amendments...
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed? Log in!
Small masonry units
Article included in this offer
"The finishing and equipment of the building"
(
89 articles
)
Updated and enriched with articles validated by our scientific committees
A set of exclusive tools to complement the resources