Article | REF: C2102 V2

Masonry - Design of structures

Author: Jean-Daniel MERLET

Publication date: February 10, 1996 | Lire en français

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    3. Buried walls

    3.1 Basement walls. Special case of masonry used as a basement

    Please refer to DTU 12, 13.11, 13.12, 14.1 and Geotechnics. Soil and rock mechanics.

    The special features here are linked to the buried part of these walls.

    • As a general rule, it is advisable to ensure beforehand that the following precautions have been taken:

      • foundations are designed to avoid differential settling due to water ingress, which would lead to cracking that could compromise the foundation's functions, particularly waterproofing: the corresponding cracks would be of a much greater amplitude than usual coatings could withstand;

      • in the case of land with a variable...

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