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A performance approach to the design and specification of foundations for industrial ground bearing slabs and pavements
The foundations for industrial flooring and pavements are normally designed based on measurements, or prediction, of the California Bearing Ratio (CBR) of the subgrade, and from this the design thickness of the foundation is chosen utilising long established empirical relationships. The modulus of s...
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Main Authors: | , |
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Format: | Default Text |
Published: |
2001
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Subjects: | |
Online Access: | https://hdl.handle.net/2134/3549 |
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