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Improvement of the Geotechnical Axial Design Methodology for Colorado's Drilled Shafts Socketed in Weak Rocks
Drilled shaft foundations embedded in weak rock formations (e.g., Denver blue claystone and sandstone) support a significant portion of bridges in Colorado. Since the 1960s, empirical methods and 'rules of thumb' have been used to design drilled shafts in Colorado that entirely deviate from the AASHTO design methods. The margin of safety and expected shaft settlement are unknown in these methods, however, both are needed for the implementation of the new and more accurate AASHTO Load and Resistance Factor Design (LRFD) method in CDOT design guidelines. Load tests on drilled shafts provide the most accurate design information and research data for improvement of the design methods for drilled shafts.
Improvement of the Geotechnical Axial Design Methodology for Colorado's Drilled Shafts Socketed in Weak Rocks
Drilled shaft foundations embedded in weak rock formations (e.g., Denver blue claystone and sandstone) support a significant portion of bridges in Colorado. Since the 1960s, empirical methods and 'rules of thumb' have been used to design drilled shafts in Colorado that entirely deviate from the AASHTO design methods. The margin of safety and expected shaft settlement are unknown in these methods, however, both are needed for the implementation of the new and more accurate AASHTO Load and Resistance Factor Design (LRFD) method in CDOT design guidelines. Load tests on drilled shafts provide the most accurate design information and research data for improvement of the design methods for drilled shafts.
Improvement of the Geotechnical Axial Design Methodology for Colorado's Drilled Shafts Socketed in Weak Rocks
N. A. Hejleh (Autor:in) / M. W. O'Neill (Autor:in) / D. Hanneman (Autor:in) / W. J. Atwooll (Autor:in)
2003
204 pages
Report
Keine Angabe
Englisch
Highway Engineering , Soil & Rock Mechanics , Soil Sciences , Civil Engineering , Foundations(Structures) , Bridges(Structures) , Drilled shafts , Geotechnical engineering , Tables(Data) , Colorado , Shafts (Excavations) , Rock mechnaics , Axial loads , Research , Data collection , Load tests , Strength(Mechanics) , Data analysis , Databases , Drilled shaft foundations , American Association of State Highway and Transportation Officials(AASHTO) , Colorado Department of Transportation(CDOT) , Load and Resistance Factor Design(LRFD)
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