Probability-based derivation of resistance factors for bearing capacity prediction of shallow foundations under combined loading

References

• Allen, T. M. 2013. “AASHTO Geotechnical Design Specification Development in the USA.” In Modern Geotechnical Design Codes of Practice, edited by P. Arnold, G. A. Fenton, M. A. Hicks, T. Schweckendiek, and B. Simpson, 243–260. Amsterdam: IOS Press.
   Google Scholar
• Bauduin, C. 2002. “Design of Axially Loaded Piles according to Eurocode 7.” In Proceedings of the International Conference on Piling and Deep Foundations, edited by DFI. Paris: Presses de l’ENPC.
   Google Scholar
• EN 1997-1:2013-08. Eurocode 7 – Geotechnical design – Part 1: General rules. European Committee for Standardization (CEN).
   Google Scholar
• Fenton, G. A., F. Naghibi, D. Dundas, R. J. Bathurst, and D. V. Griffith. 2016. “Reliability-Based Geotechnical Design in 2014 Canadian Highway Bridge Design Code.” Canadian Geotechnical Journal 53 (2): 236–251. doi: 10.1139/cgj-2015-0158
   Web of Science ®Google Scholar
• Fenton, G. A., F. Naghibi, and D. V. Griffith. 2016. “On a Unified Theory for Reliability-Based Geotechnical Design.” Computers and Geotechnics 78: 110–122. doi: 10.1016/j.compgeo.2016.04.013
   Web of Science ®Google Scholar
• Gottardi, G., and R. Butterfield. 1995. “The Displacement of a Model Rigid Surface Footing on Dense Sand Under General Planar Loading.” Soils and Foundations 35 (3): 71–82. doi: 10.3208/sandf.35.71
   Google Scholar
• ISO 2394:2015-03. General Principles on Reliability for Structures. International Organization for Standardization.
   Google Scholar
• Lesny, K. 2001. Entwicklung eines konsistenten Versagensmodells zum Nachweis der Standsicherheit flachgegruendeter Fundamente. Mitteilungen des Fachgebiets Grundbau und Bodenmechanik, Universitaet Essen, Heft 27, edited by Werner Richwien, Verlag Glueckauf (in German)
   Google Scholar
• Lesny, K., S. Akbas, W. Bogusz, S. Burlon, G. Vessia, and L. M. Zhang. 2017. “Evaluation of the Uncertainties Related to the Geotechnical Design Method and its Consideration in Reliability Based Design.” In Geo-Risk 2017, edited by Jinsong Huang, D. Vaughan Griffiths, Gordon A. Fenton, and Limin Zhang, 435–444. Reston, VA: ASCE. , Geotechnical Special Publication 283.
   Google Scholar
• Paikowsky, S. G. 2004. Load and Resistance Factor Design (LRFD) for Deep Foundations. NCHRP Report 507, National Cooperative Highway Research Program, Transportation Research Board.
   Google Scholar
• Paikowsky, S. G., M. C. Canniff, K. Lesny, A. Kisse, S. Amatya, and R. Muganga. 2010. LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures. NCHRP Report 651, National Cooperative Highway Research Program, Transportation Research Board.
   Google Scholar
• Paikowsky, S. G., and Y. Lu. 2006. “Establishing Serviceability Limit State in the Design of Bridge Foundations.” In Foundation Analysis and Design – Innovative Methods, edited by Robert L. Parsons, Wei Dong Guo, Limin Zhang, Kok-Kwang Phoon, and Michael Yang, 49–58. Reston, VA: ASCE. Geotechnical Special Publication 153.
   Google Scholar
• Perau, E. W. 1995. Ein systematischer Ansatz zur Berechnung des Grundbruchwiderstands von Fundamenten. Mitteilungen aus dem Fachgebiet Grundbau und Bodenmechanik, Universitaet-Gesamthochschule Essen, Heft 19, edited by Werner Richwien, Verlag Glueckauf (in German).
   Google Scholar
• Phoon, K. K. 2017. “Role of Reliability Calculations in Geotechnical Design.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 11 (2): 4–21.
   Google Scholar
• Phoon, K. K., and J. Ching. 2015. “Is There Anything Better than LRFD for Simplified Geotechnical RBD?” In Geotechnical Safety and Risk V, edited by Timo Schweckendiek, A. F. Van Tol, D. Pereboom, and P. M. C. B. M. Van Staveren, 3–15. Amsterdam: IOS Press.
   Google Scholar
• Phoon, K. K., J. V. Retief, J. Ching, M. Dithinde, T. Schweckendiek, Y. Wang, and L. M. Zhang. 2016. “Some Observations on ISO2394:2015 Annex D (Reliability of Geotechnical Structures).” Structural Safety 62: 24–33. doi: 10.1016/j.strusafe.2016.05.003
   Web of Science ®Google Scholar
• Phoon, K. K., and C. Tang. 2015. Model Uncertainty for the Capacity of Strip Footings under Negative and General Combined Loading.” 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP 12, Vancouver, Canada, July, 12–15.
   Google Scholar
• Phoon, K. K., and C. Tang. 2017. “Model Uncertainty for the Capacity of Strip Footings Under Positive Combined Loading.” In Geotechnical Safety and Reliability, edited by C. Hsein Juang, Robert E. Gilbert, Limin Zhang, Jie Zhang, and Lulu Zhang, 40–60. Reston, VA: ASCE. Geotechnical Special Publication 286.
   Google Scholar
• Phoon, K. K., and C. Tang. 2019. “Characterisation of Geotechnical Model Uncertainty.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13 (2): 101–130.
   Web of Science ®Google Scholar
• Roberts, L. A., and A. Misra. 2010. “LRFD of Shallow Foundations at the Service Limit State.” Georisk 4 (1): 13–21.
   Google Scholar
• Samtani, N. C., and J. M. Kulicki. 2018. “Calibration of Foundation Movements for AASHTO LRFD Bridge Design Specifications.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. doi:10.1080/17499518.2018.1554818.
   Google Scholar
• Ueno, K., K. Miura, O. Kusakabe, and M. Nishimura. 2001. “Reappraisal of Size Effect of Bearing Capacity from Plastic Solution.” Journal of Geotechnical and Geoenvironmental Engineering 127 (3): 275–281. doi: 10.1061/(ASCE)1090-0241(2001)127:3(275)
   Web of Science ®Google Scholar
• Zhang, D. M., K. K. Phoon, H. W. Huang, and Q. F. Hu. 2015. “Characterization of Model Uncertainty for Cantilever Deflections in Undrained Clay.” Journal of Geotechnical and Geoenvironmental Engineering 141 (1): 1–14. doi: 10.1061/(ASCE)GT.1943-5606.0001205
   Web of Science ®Google Scholar