Chapter
Mar 30, 2017
Load-Carrying Capacity of Slab-on-Grade Foundations Supporting Rack Post Loads
Authors: Xiaochao Tang, Ph.D., A.M.ASCE [email protected], and Mohamad N. Jlilati, Ph.D. [email protected]Author Affiliations
Publication: Geotechnical Frontiers 2017
Abstract
Industrial slabs-on-grade are commonly used for warehouse facilities such as storage, retail, and distribution centers. Typical industrial floor slabs are essentially unreinforced concrete usually poured directly onto compacted subgrade. A limited number of studies have shown that the current common practice of design may be overly conservative and yields an excessively high slab thickness, which leads to a high cost of the floor slab. This study aims to experimentally investigate and verify a newly emerged design method that typically results in a smaller slab thickness and significant cost savings. Laboratory-scale slabs-on-grade were built inside a concrete-lined testing box using local soils and aggregates. A total of four 6 ft by 6 ft concrete slabs representing three different concrete mix designs and two slab thicknesses were tested under static loads that simulate storage rack post loads. Based on the limited number of tests, a preliminary finding was that the traditional design method seems to be overly conservative while the newer method may be too liberal.
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© 2017 American Society of Civil Engineers.
History
Published online: Mar 30, 2017
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ASCE Technical Topics:
- Buildings
- Concrete pavements
- Design (by type)
- Engineering fundamentals
- Facilities (by type)
- Foundation design
- Foundations
- Geotechnical engineering
- Industrial facilities
- Infrastructure
- Load bearing capacity
- Load distribution
- Load factors
- Pavements
- Slabs
- Storage facilities
- Structural design
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Transportation engineering
Authors
Affiliations
Dept. of Civil Engineering, Widener Univ., 349B Kirkbride Hall, One University Place, Chester, PA 19013. E-mail: [email protected]
Dept. of Civil Engineering, Widener Univ., 349C Kirkbride Hall, One University Place, Chester, PA 19013. E-mail: [email protected]
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