DESIGN OF SLABS-ON-GROUND
360R-7
CHAPTER 3—SOIL SUPPORT SYSTEMS FOR
SLABS-ON-GROUND
3.1—Introduction
The design of slabs-on-ground to resist moments and
shears caused by applied loads depends on the interaction
between the concrete slab and the supporting materials. The
properties and dimensions of the slab and the supporting
materials are important in the design of a slab-on-ground.
The support system should be of acceptable uniform
capacity and not easily susceptible to be affected by climatic
changes. Slab-on-ground failures can occur because a proper
support system was not achieved. This chapter addresses
issues related to the support system of the slab-on-ground,
including:
•
Geotechnical engineering reports;
•
Subgrade classification;
•
Modulus of subgrade reaction;
•
Design of the slab support system;
•
Site preparation; and
•
Inspection and testing of the slab support system.
This chapter is limited to those aspects of the support system
necessary for the slab-on-ground to perform as intended.
The slab support system consists of a subgrade, usually a
base, and sometimes a subbase, as illustrated in Fig. 3.1.
Crushed rock, gravels, or coarse sands, which have high
strength, low compressibility, and high permeability, are
commonly used as base courses. Crushed rock, gravels,
sands, select soils, and stabilized soils are commonly used as
subbases; however, they may also be used as base materials.
Soils in the subgrade are generally the ultimate supporting
materials, but bedrock, competent or weathered, may also be
encountered. If the existing soil has uniform strength and
other necessary properties to support the slab, the slab may
be placed directly on the existing subgrade. The existing
grade, however, is frequently not at the desired elevation or
slope and, as such, some cut and fill is required. To improve
surface drainage or to elevate the floor level, controlled fill
using on-site or imported soils is required on some sites.
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