Optimum design of steel piles in different sandy soil configurations

References

• Al-Neami, M. and Wasmi, M., 2018. Influence of cyclic loading on performance of steel piles in sandy soil. In Paper 290 presented at the MATEC Web of Conferences, The 3rd International Conference on Buildings, Construction and Environmental Engineering, BCEE3-2017, Sharm el-Shiekh, Egypt.
   Google Scholar
• ASTM C128, 2015. Standard test method for relative density (Specific gravity) and absorption of fine aggregate. Philadelphia, PA: American Society of Testing Materials
   Google Scholar
• ASTM D2487, 2011. Classification of soils for engineering purposes (Unified soil classification system). Philadelphia, PA: American Society of Testing Materials.
   Google Scholar
• ASTM D3080, 2014. Standard test method for direct Shear test of soils under consolidated drained conditions. Philadelphia, PA: American Society of Testing Materials.
   Google Scholar
• ASTM D4254, 2014. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. Philadelphia, PA: American Society of Testing Materials.
   Google Scholar
• ASTM D7382, 2008. Standard test methods for determination of maximum dry unit weight and water content range for effective compaction of granular soils using a vibrating hammer. Philadelphia, PA: American Society of Testing Materials.
   Google Scholar
• Chow, Y., 1986. Analysis of vertically loaded pile groups. International Journal for Numerical and Analytical Methods in Geomechanics, 10 (1), 59–72. doi:https://doi.org/10.1002/nag.1610100105.
   Web of Science ®Google Scholar
• Clancy, P. and Randolph, M.F., 1996. Simple design tools for piled raft foundations. Geotechnique, 46 (2), 313–328. doi:https://doi.org/10.1680/geot.1996.46.2.313.
   Web of Science ®Google Scholar
• Coyle, H.M. and Castello, R.R., 1981. New design correlations for piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, 107 (ASCE 16379), pp. 965–986.
   Google Scholar
• Cummings, A., Kerkhoff, G. O., and Peck, R. B., 1950. Effect of driving piles into soft clay. Transactions of the American Society of Civil Engineers, 115 (1), 275–285.
   Google Scholar
• Dung, N.T., Chung, S.G., and Kim, S.R., 2010. Settlement of piled foundations using equivalent raft approach. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 163 (2), 65–81. doi:https://doi.org/10.1680/geng.2010.163.2.65.
   Google Scholar
• Fellenius, B.H., 1971. Negative skin friction on long piles driven in clay.
   Google Scholar
• Fellenius, B.H., 1991. Pile foundations foundation engineering handbook. Boston, MA: Springer, 511–536.
   Google Scholar
• Fellenius, B.H., 2006. Results from long-term measurement in piles of drag load and downdrag. Canadian Geotechnical Journal, 43 (4), 409–430. doi:https://doi.org/10.1139/t06-009.
   Web of Science ®Google Scholar
• Grimstad, G., Degago, S. A., Nordal, S., and Karstunen, M., 2010. Modeling creep and rate effects in structured anisotropic soft clays. Acta Geotechnica, 5 (1), 69–81. doi:https://doi.org/10.1007/s11440-010-0119-y.
   Web of Science ®Google Scholar
• Hamderi, M., 2018. Comprehensive group pile settlement formula based on 3D finite element analyses. Soils and Foundations, 58 (1), 1–15. doi:https://doi.org/10.1016/j.sandf.2017.11.012.
   Google Scholar
• Hansen, J.B., 1970. A revised and extended formula for bearing capacity.
   Google Scholar
• Housel, W. and Burkey, J. R., 1948. Investigation to determine the driving characteristics of piles in soft clay. In Paper presented at the Proceeding of 2nd international conference on soil mechanics and foundations in engineering, Rotterdam, The Netherlands.
   Google Scholar
• Janbu, N., 1976. Static bearing capacity of friction piles. In Paper presented at the Sechste Europaeische Konferenz Fuer Bodenmechanik Und Grundbau, Vienna University of Technology, Austria.
   Google Scholar
• Jardine, R., 1996. New design methods for offshore piles. Publication MTD 96/103.
   Google Scholar
• Karstunen, M., Rezania, M., and Sivasithamparam, N., 2013. Comparison of anisotropic rate-dependent models at element level constitutive modeling of geomaterials. Berlin, Germany: Springer, 115–119.
   Google Scholar
• Klotz, E. and Coop, M.R., 2001. An investigation of the effect of soil state on the capacity of driven piles in sands. Géotechnique, 51 (9), 733–751. doi:https://doi.org/10.1680/geot.2001.51.9.733.
   Google Scholar
• Kraft, L.M., Jr, 1991. Performance of axially loaded pipe piles in sand. Journal of Geotechnical Engineering, 117 (2), 272–296. doi:https://doi.org/10.1061/(ASCE)0733-9410(1991)117:2(272).
   Google Scholar
• Lo, K. and Stermac, A. G., 1965. Induced pore pressures during pile-driving operations. In Paper presented at the Soil Mechanics and Foundation Engineering Conference Proceeding, Canada.
   Google Scholar
• Meyerhof, G.G., 1963. Some recent research on the bearing capacity of foundations. Canadian Geotechnical Journal, 1 (1), 16–26. doi:https://doi.org/10.1139/t63-003.
   Google Scholar
• Meyerhof, W., Anholt, R., Saylor, T. K., Lazarus, S. M., Little, A., & Chase Jr, L. F., 1976. K-vacancy production in heavy-ion collisions. Physical Review A, 14 (5), 1653. doi:https://doi.org/10.1103/PhysRevA.14.1653.
   Google Scholar
• Orrje, O. and Broms, B. B., 1967. Effects of pile driving on soil properties. Journal of the Soil Mechanics and Foundations Division, 93 (5), 59–74.
   Google Scholar
• Ottolini, M. and Dijkstra, J., 2014. Novel surface speckle preparation method for imaging techniques for clay models. Géotechnique Letters, 4 (1), 62–66. doi:https://doi.org/10.1680/geolett.13.00080.
   Google Scholar
• Poulos, H.G. and Davis, E. H., 1980. Pile foundation analysis and design.
   Google Scholar
• Poulos, H.G., 1993. Settlement prediction for bored pile groups. University of Sydney, School of Civil and Mining Engineering, Centre for Geotechnical Research, Australia.
   Google Scholar
• Randolph, M., Dolwin, R., and Beck, R., 1994. Design of driven piles in sand. Géotechnique, 44 (3), 427–448. doi:https://doi.org/10.1680/geot.1994.44.3.427.
   Web of Science ®Google Scholar
• Randolph, M.F. and Wroth, C.P., 1979. An analysis of the vertical deformation of pile groups. Geotechnique, 29 (4), 423–439. doi:https://doi.org/10.1680/geot.1979.29.4.423.
   Web of Science ®Google Scholar
• Robinsky, E., Sagar, W.L., and Morrison, C.F., 1964. Effect of shape and volume on the capacity of model piles in sand. Canadian Geotechnical Journal, 1 (4), 189–204. doi:https://doi.org/10.1139/t64-015.
   Google Scholar
• Salgado, R., Mitchell, J.K., and Jamiolkowski, M., 1998. Calibration chamber size effects on penetration resistance in sand. Journal of Geotechnical and Geoenvironmental Engineering, 124 (9), 878–888. doi:https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(878).
   Web of Science ®Google Scholar
• Shahin, M.A., 2014. Load–settlement modeling of axially loaded steel driven piles using CPT-based recurrent neural networks. Soils and Foundations, 54 (3), 515–522. doi:https://doi.org/10.1016/j.sandf.2014.04.015.
   Web of Science ®Google Scholar
• Terzaghi, K., 1943. Theoretical soil mechanics. New York: John Wiley & Sons, 11–15.
   Google Scholar
• Terzaghi, K., Peck, R. B., and Mesri, G., 1996. Soil mechanics in engineering practice. New York, NY: John Wiley & Sons.
   Google Scholar
• Tradigo, F., Pisanò, F., Di Prisco, C., and Mussi, A., 2015. Non-linear soil–structure interaction in disconnected piled raft foundations. Computers and Geotechnics, 63, 121–134. doi:https://doi.org/10.1016/j.compgeo.2014.08.014
   Google Scholar
• Vesic, A.S., 1977. Design of pile foundations. NCHRP Synthesis of Highway Practice, Transportation Research Board, National Research Council, Washington, DC, (42). http://onlinepubs.trb.org/Onlinepubs/nchrp/nchrp_syn_42.pdf
   Google Scholar
• Von Wolffersdorff, P.A., 1996. A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of cohesive‐frictional materials: an international journal on experiments. Modelling and Computation of Materials and Structures, 1 (3), 251–271.
   Google Scholar
• Yamashita, K., Tanikawa, T., and Hamada, J., 2015. Applicability of simple method to piled raft analysis in comparison with field measurements. Geotechnical Engineering, 46 (2), 43–53.
   Web of Science ®Google Scholar
• Zhu, G. and Yin, J.-H., 2000. Elastic visco‐plastic consolidation modelling of clay foundation at Berthierville test embankment. International Journal for Numerical and Analytical Methods in Geomechanics, 24 (5), 491–508. doi:https://doi.org/10.1002/(SICI)1096-9853(20000425)24:5<491::AID-NAG78>3.0.CO;2-V.
   Google Scholar
• Zhu, X.-J., 2017. Analysis of the load sharing behaviour and cushion failure mode for a disconnected piled raft. Advances in Materials Science and Engineering, 2017, 1–13. doi:https://doi.org/10.1155/2017/3856864
   Google Scholar