3. Small masonry units
3.1 Provisions common to all types of masonry
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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 (P 10 202-1 and P 10 202-2) to DTU 20.1.
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Small masonry units
Retaining walls. Special provisions
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"The finishing and equipment of the building"
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