ACI 360R
Design of Slabs-on-Ground
| Organization: | ACI |
| Publication Date: | 1 January 2006 |
| Status: | inactive |
| Page Count: | 74 |
scope:
Purpose and scope
This guide presents state-of-the-art information on the design of slabs-on-ground. Design is defined as the decision-making process of planning, sizing, detailing, and developing specifications preceding construction of slabs-on-ground. Information on other aspects, such as materials, construction methods, placement of concrete, and finishing techniques, is included only where it is needed in making design decisions.
In the context of this guide, slab-on-ground is defined as: a slab, supported by ground, whose main purpose is to support the applied loads by bearing on the ground. The slab may be of uniform or variable thickness, and it may include stiffening elements such as ribs or beams. The slab may be unreinforced, reinforced, or post-tensioned concrete. The reinforcement steel may be provided to limit the crack widths resulting from shrinkage and temperature restraint and the applied loads. Post-tensioning steel may be provided to minimize cracking due to shrinkage and temperature restraint and to resist the applied loads.
This guide covers the design of slabs-on-ground for loads from material stored directly on the slab, storage rack loads, and static and dynamic loads associated with equipment and vehicles. Other loads, such as loads on the roof transferred through dual-purpose rack systems, are also mentioned.
In addition to design, this guide discusses soil-support systems; shrinkage and temperature effects; cracking, curling or warping; and other concerns affecting slab design. Although the same general principles are applicable, this guide does not specifically address the design of roadway pavements, airport pavements, parking lots, and mat foundations.
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