Boeckmann, A., Myers, S., Uong, M., & Loehr, J. E. (2014). Load and resistance factor design of drilled shafts in shale for lateral loading (Report No. cmr 14-011). Missouri. Dept. of Transportation. Research, Development and Technology Division. https://rosap.ntl.bts.gov/view/dot/27205
Boeckmann, Andrew, Sarah Myers, Minh Uong, and J. Erik Loehr. Load and resistance factor design of drilled shafts in shale for lateral loading. Report no. cmr 14-011. Missouri. Dept. of Transportation. Research, Development and Technology Division, 2014. https://rosap.ntl.bts.gov/view/dot/27205.
Boeckmann, Andrew, et al. Load and resistance factor design of drilled shafts in shale for lateral loading. Missouri. Dept. of Transportation. Research, Development and Technology Division, 2014, Report no. cmr 14-011, ROSA P. https://rosap.ntl.bts.gov/view/dot/27205.
A research project involving 32 drilled shaft load tests was undertaken to establish LRFD procedures for
;
design of drilled shafts subjected to lateral loads. Tests were performed at two Missouri Department of
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Transportation (MoDOT) geotechnical research sites. All shafts were founded in shale. Shafts were
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instrumented to measure the displacement of the shaft head, and the structural response of each shaft was
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interpreted from strain gage data as well as from ShapeAccelArray (SAA) data. The load tests achieved
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significant displacement of the top of the shaft, and successfully transferred load into the rock layers. A p-y
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model was created from the data by using a FEM code to match the measured deflection data. The fitted p-y
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models were generally stiffer and with greater values of than those predicted using the popular “stiff
;
clay” model of Ensoft’s L-PILE. The FEM code was then used to perform reliability calculations and
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produce resistance factors as a function of the coefficient of variation of the foundation material strength
Boeckmann, A., Myers, S., Uong, M., & Loehr, J. E. (2014). Load and resistance factor design of drilled shafts in shale for lateral loading (Report No. cmr 14-011). Missouri. Dept. of Transportation. Research, Development and Technology Division. https://rosap.ntl.bts.gov/view/dot/27205
Boeckmann, Andrew, Sarah Myers, Minh Uong, and J. Erik Loehr. Load and resistance factor design of drilled shafts in shale for lateral loading. Report no. cmr 14-011. Missouri. Dept. of Transportation. Research, Development and Technology Division, 2014. https://rosap.ntl.bts.gov/view/dot/27205.
Boeckmann, Andrew, et al. Load and resistance factor design of drilled shafts in shale for lateral loading. Missouri. Dept. of Transportation. Research, Development and Technology Division, 2014, Report no. cmr 14-011, ROSA P. https://rosap.ntl.bts.gov/view/dot/27205.
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ensure public access to scientific information.
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