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Article
Affiliation(s)

Department of Civil Engineering, School of Engineering, Aristotle University of Thessaloniki, Thessaloniki 54124, Greece

ABSTRACT

It is known that the slabs on soil constitute one of the most difficult types of structures despite their apparent simplicity. The objective of this paper is to give a general survey of the design of ground supported slabs with the interposition of a suitable subbase. A solution is proposed with the following characteristics: (1) complete suppression of joints; (2) conventional reinforcement with meshes in the upper and lower fiber of the slab in order to confront and distribute cracking that is caused by hindrance of free contractions and expansions; (3) effective confrontation of problems of bulging. The proposal is in effect on one hand for industrial floorings and on the other hand for concrete pavings with large durability requirement.

KEYWORDS

Ground slabs, restraints, durability, jointless, fatigue.

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