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Misra, Anil, Roberts, Lance A. (2006) Axial service limit state analysis of drilled shafts using probabilistic approach. Geotechnical and Geological Engineering, 24 (6). 1561-1580 doi:10.1007/s10706-005-3738-6

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Reference TypeJournal (article/letter/editorial)
TitleAxial service limit state analysis of drilled shafts using probabilistic approach
JournalGeotechnical and Geological Engineering
AuthorsMisra, AnilAuthor
Roberts, Lance A.Author
Year2006 (December)Volume24
Issue6
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-005-3738-6Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID7748090Long-form Identifiermindat:1:5:7748090:1
GUID0
Full ReferenceMisra, Anil, Roberts, Lance A. (2006) Axial service limit state analysis of drilled shafts using probabilistic approach. Geotechnical and Geological Engineering, 24 (6). 1561-1580 doi:10.1007/s10706-005-3738-6
Plain TextMisra, Anil, Roberts, Lance A. (2006) Axial service limit state analysis of drilled shafts using probabilistic approach. Geotechnical and Geological Engineering, 24 (6). 1561-1580 doi:10.1007/s10706-005-3738-6
In(2006, December) Geotechnical and Geological Engineering Vol. 24 (6) Springer Science and Business Media LLC

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Misra, Anil, Roberts, Lance A (2006) Probabilistic analysis of drilled shaft service limit state using the "t–z" method. Canadian Geotechnical Journal, 43 (12). 1324-1332 doi:10.1139/t06-074
Misra, Anil, Roberts, Lance A., Levorson, Steven M. (2007) Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation. Geotechnical and Geological Engineering, 25 (1). 65-77 doi:10.1007/s10706-006-0007-2
MISRA, A., ROBERTS, L.A. (2009) Service limit state resistance factors for drilled shafts. GĂ©otechnique, 59 (1). 53-61 doi:10.1680/geot.2008.3605
Misra, Anil, Roberts, Lance A., Park, Sungwon (2013) Closure to “Design Methodology for Axially Loaded Auger Cast-in-Place and Drilled Displacement Piles” by Sungwon Park, Lance A. Roberts, and Anil Misra. Journal of Geotechnical and Geoenvironmental Engineering, 139 (12). 2231-2232 doi:10.1061/(asce)gt.1943-5606.0001028
Kumar, Jyant, Samui, Pijush (2006) Stability determination for layered soil slopes using the upper bound limit analysis. Geotechnical and Geological Engineering, 24 (6). 1803-1819 doi:10.1007/s10706-006-7172-1
Ahmadi, M. M., Khabbazian, M. (2009) End Bearing Capacity of Drilled Shafts in Sand: A Numerical Approach. Geotechnical and Geological Engineering, 27 (2). 195-206 doi:10.1007/s10706-008-9222-3
Roberts, Lance, Misra, Anil, Levorson, Steven (2008) Practical method for load and resistance factor design (LRFD) of deep foundations at the strength and service limit states. International Journal of Geotechnical Engineering, 2. 355-368 doi:10.3328/ijge.2008.02.04.355-368
O’Kelly, Brendan C. (2006) Compression and consolidation anisotropy of some soft soils. Geotechnical and Geological Engineering, 24 (6). 1715-1728 doi:10.1007/s10706-005-5760-0
Park, Sungwon, Roberts, Lance A., Misra, Anil (2012) Design Methodology for Axially Loaded Auger Cast-in-Place and Drilled Displacement Piles. Journal of Geotechnical and Geoenvironmental Engineering, 138 (12). 1431-1441 doi:10.1061/(asce)gt.1943-5606.0000727
Al-Hamdan, Ashraf Z., Reddy, Krishna R. (2006) Adsorption of heavy metals in glacial till soil. Geotechnical and Geological Engineering, 24 (6). 1679-1693 doi:10.1007/s10706-005-5560-6
Vu, Thuy, Loehr, Erik (2017) Service Limit State Design for Individual Drilled Shafts in Shales. Journal of Geotechnical and Geoenvironmental Engineering, 143 (12). 4017091pp. doi:10.1061/(asce)gt.1943-5606.0001791
 
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