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Articles

Serviceability limit state design for uplift of helical anchors in clay

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Pages 173-186 | Received 20 May 2013, Accepted 15 Oct 2013, Published online: 10 Feb 2014

References

  • AASHTO, 2007. AASHTO LRFD bridge design specifications, 4th edn. Washington, DC: American Association of State and Highway Transportation Officials.
  • Broding, W.C., Diederich, F.W. and Parker, P.S., 1964. Structural optimization and design based on a reliability design criterion. Journal of Spacecraft, 1 (1), 56–61.
  • CEN – Comité Européen de Normation, 2002. Eurocode EN1990 – basis of structural design. Bruxelles: CEN.
  • Clemence, S.P., 1983. The uplift and bearing capacity of helix anchors in soil. Contract Report No. TT112-1 for Niagara Mohawk Power Corp. Syracuse, New York: Department of Civil and Environmental Engineering, Syracuse University.
  • Daniel, W.W., 1990. Applied nonparametric statistics, 2nd edn. Boston, MA: PWS-Kent.
  • Dithinde, M., Phoon, K.K., DeWet, M. and Retief, J.V., 2010. Characterization of model uncertainty in the static pile design formula. Journal of Geotechniques and Geoenvironmental Engineering, 137 (1), 70–85.
  • Durrleman, V., Nikeghbali, A. and Roncalli, T ., 2000. Which copula is the right one? Groupe de Recherche Opérationnelle, Crédit Lyonnais. Paris: France.
  • Gilbert, R.B., Najjar, S.S., Choi, Y.J. and Gambino, S.J., 2008. Practical application of reliability-based design in decision-making. In: K.K. Phoon, ed. Reliability-based design in geotechnical engineering: computations and applications. London: Taylor & Francis, 192–223.
  • Li, D.-Q., Tang, X.-S., Phoon, K.K., Chen, Y.-F. and Zhou, C.-B., 2011. Bivariate simulation using copula and its application to probabilistic pile settlement analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 37 (6), 597–617.
  • Low, B.K., 2008. Practical reliability approach using spreadsheet. In: K.K. Phoon, ed., Reliability-based design in geotechnical engineering: computations and applications. London: Taylor & Francis, 134–168.
  • Luteneger, A.J., 2008. Tension tests on single-helix screw piles in clay. Proceedings of the 2nd British Geotechnical Association International Conference on Foundations, 24 June 2008, Dundee: UK, IHS BRE Press, 201–212.
  • Lutenegger, A.J., 2009. Cylindrical shear or plate bearing? – uplift behavior of multi-helix screw anchors in clay. Contemporary Issues in Deep Foundations, GSP 185, 456–463.
  • Lutenegger, A.J., 2011. Historical development of iron screw-pile foundations: 1836–1900. International Journal for the History of Engineering & Technology, 81 (1), 108–128.
  • Meyerhof, G.G. and Adams, J.I., 1968. The ultimate uplift capacity of foundations. Canadian Geotechnical Journal, 5 (4), 224–244.
  • Mitsch, M.P. and Clemence, S.P., 1985. The uplift capacity of helix anchors and sand. Uplift Behavior of Anchor Foundations in Soil, ASCE, 26–47.
  • Mooney, J.S., Adamczak, S. and Clemence, S.P., 1985. Uplift capacity of helix anchors in clay and silt. Uplift Behavior of Anchor Foundations in Soil, ASCE, 48–72.
  • Najjar, S.S. and Gilbert, R.B., 2009. Importance of lower-bound capacities in the design of deep foundations. Journal of Geotechniques and Geoenvironmental Engineering, 135 (7), 890–900.
  • Nelsen, R., 1999. An introduction to copulas. Berlin: Springer.
  • Pack, J.S., 2006. Performance of square shaft helical pier foundations in swelling soils. GEO-Volution, GPP No. 4, ASCE, 76–85.
  • Paikowsky, S.G., 2002. Load and resistance factor design (LRFD) for deep foundations. In: Proceedings of the International Workshop on Foundation Design Codes and Soil Investigation in View of International Harmonization and Performance Based Design, 10–12 April 2002, Tokyo. Lisse: Balkema, 59–94.
  • Phoon, K.K. 2008. Numerical recipes for reliability analysis – a primer. In: K.K. Phoon, ed., Reliability-based design in geotechnical engineering: computations and applications. London: Taylor & Francis, 1–75.
  • Phoon, K.K. and Kulhawy, F.H., 1999. Characterization of geotechnical variability. Canadian Geotechnical Journal, 36 (4), 612–624.
  • Phoon, K.K. and Kulhawy, F.H., 2008. Serviceability limit state reliability-based design. In: K.K. Phoon, ed., Reliability-based design in geotechnical engineering: computations and applications. London: Taylor & Francis, 344–384.
  • Popescu, R., Deodatis, G. and Prévost, J.H., 2008. Random heterogeneous soils under static and dynamic loads. In: K.K. Phoon, ed., Reliability-based design in geotechnical engineering: computations and applications. London: Taylor & Francis, 224–259.
  • Rao, S.N. and Prasad, Y.V.S.N., 1993. Estimation of uplift capacity of helical anchors in clays. Journal of Geotechnical Engineering, 119 (2), 352–357.
  • Rao, S., Prasad, Y.V.S.N. and Veeresh, C., 1993. Behavior of embedded model screw anchors in soft clays. Geotechnique, 43, 605–614.
  • Rao, S.N., Prasad, Y.V.S.N. and Shetty, M.D., 1991. Behavior of model screw piles in cohesive soils. Soils and Foundations, 31 (2), 35–50.
  • Seider, G. 2012. Personal Communication.
  • Uzielli, M. and Mayne, P.W., 2011a. Serviceability limit state CPT-based design for vertically loaded shallow footings on sand. Geomechanics and Geoengineering, 6 (2), 91–107.
  • Uzielli, M. and Mayne, P.W., 2011b. Statistical characterization and stochastic simulation of load-displacement behavior of shallow foundations. Proceedings of Georisk 2011, Geotechnical Special Publication 224, ASCE, 672–679.
  • Young, J., 2012. Uplift capacity and displacement of helical anchors in cohesive soil. Thesis (MS). School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, 177.

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