360R-06 Design of Slabs-on-Ground


—Work of ACI Committee 360 and other



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Design of Slabs-on-Ground

1.2—Work of ACI Committee 360 and other 
relevant committees
1.2.1 ACI Committee 360 develops and reports on criteria
for design of slabs-on-ground, with the exception of highway
and airport pavements, parking lots, and mat foundations.
1.2.2 ACI Committee 302 develops recommendations for
construction of slab-on-ground and suspended-slab floors
for industrial, commercial, and institutional buildings. ACI
302.1R provides guidelines and recommendations on
materials and slab construction.
1.2.3 ACI Committee 223 develops recommendations on
the use of shrinkage-compensating concrete.
1.2.4 ACI Committee 325 addresses the structural design,
construction, maintenance, and rehabilitation of concrete
pavements.
1.2.5 ACI Committee 332 develops information on the
use of concrete for one- and two-family dwellings and
multiple single-family dwellings not more than three
stories in height as well as accessory structures (residential).
Where a residential slab-on-ground is placed, only loadings
from pedestrian and passenger vehicles are expected. The
slab should be continuously supported throughout and
placed on suitable soil or controlled fill where little volume
change is expected. Where these conditions are not met, a
residential slab-on-ground should be designed specifically
for the application.
1.2.6 ACI Committee 336 addresses design and related
considerations of foundations that support and transmit
substantial loads from one or more structural members. The
design procedures for mat foundations are given in ACI
336.2R. Mat foundations are typically more rigid and more
heavily reinforced than common slabs-on-ground.
1.2.7 ACI Committee 330 monitors developments and
prepares recommendations on design, construction, and
maintenance of concrete parking lots. Parking lot pavements
have unique considerations that are covered in ACI 330R,
which includes design and construction- and discussions on
material specifications, durability, maintenance, and repair.
1.2.8 ACI Committee 544 provides measurement of
properties of fiber-reinforced concrete (FRC); a guide for
specifying proportioning, mixing, placing, and finishing
steel FRC; and design considerations for steel FRC.

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