Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element

Russul O. Makki; Mohammed K. Fakhraldin

doi:10.1051/e3sconf/202131801005

All issues

Volume 318 (2021)

E3S Web Conf., 318 (2021) 01005

References

Open Access

Issue		E3S Web Conf. Volume 318, 2021 Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)


Article Number		01005
Number of page(s)		11
Section		Developments in Geotechnical Engineering
DOI		https://doi.org/10.1051/e3sconf/202131801005
Published online		08 November 2021

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Prakash S. and Ghumman M. S., 1978. Effect of shape on bearing capacity of model footings in sand. J. Inst. Eng. Civ. Eng. Div., 59(4), 185–191. [Google Scholar]

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[1] Polhem C., 2008. Pile foundation design : A student guide introduction to pile foundations. [Google Scholar]

[2] Grand B. A., 1970. Types of piles: Their characteristics and general use the purpose of a pile foundation. Comm. Substruct. Retaining Walls Found. Present. 49th Annu. Meet., no. c, 3–15. [Google Scholar]

[3] Robinsky E. I., Sagar W. L., and Morrison C. F., 1964. Effect of shape and volume on the capacity of model piles in sand. Can. Geotech. J., 1(4), 189–204. [Google Scholar]

[4] Ladanyi B. and Guichaoua A., 1985. Bearing capacity and settlement of shaped piles in permafrost. Proceedings of the eleventh international conference on soil mechanics and foundation engineering, San Francisco. [Google Scholar]

[5] Rybnikov A. M., 1990. Experimental investigations of bearing capacity of bored-cast-in-place tapered piles. Soil Mech. Found. Eng., 27(2), 48–52. [Google Scholar]

[6] Rahil F. H., Al-Neami M. A., and Al-Zaho K. A. N., 2016. Effect of relative density on behavior of single pile and piles groups embedded with different lengths in sand. Eng. Technol. J., 34(6) Part (A) Engineering. [Google Scholar]

[7] Al-Neami M. and Wasmi M., 2018. Influence of cyclic loading on performance of steel piles in sandy soil. in MATEC Web of Conferences, 162, 1012. [Google Scholar]

[8] Schanz T., 1998. Zur modellierung des mechanischen verhaltens von reibungsmaterialen,” Mitteilungen des Instituts für Geotech. der Univ. Stuttgart, H. 45. [Google Scholar]

[9] Kondner R. L. and Z. J. S., 1963. A hyperbolic stress-strain formulation for sands. in In 2nd Pan. Am. Conf. Soil Mech. Found. Eng., 289–394. [Google Scholar]

[10] Duncan J. and Chang C.-Y., 1970. Nonlinear analysis of stress and strain in soils. J. Soil Mech. Found. Div., 9(5), 1629–1653. [Google Scholar]

[11] Fattah M. Y., Salim N. M., and Al-Gharrawi, A., 2018. Incremental filling ratio of pipe pile groups in sandy soil,” Geomech. Eng., 15(1), 695–710. [Google Scholar]

[12] Fattah M. Y., Hassan W. H., and Rasheed S. E., 2018. Numerical analysis of the effect of geocell reinforcement above buried pipes on surface settlement and vertical pressure. Int J Geotechn Geol Eng, 12(3), 221–227. [Google Scholar]

[13] Fattah M. Y., Hassan W. H., and Rasheed S. E., 2018. Behavior of flexible buried pipes under geocell reinforced subbase subjected to repeated loading. Int. J. Geotech. Earthq. Eng., 9(1), 22–41. [Google Scholar]

[14] Prakash S. and Ghumman M. S., 1978. Effect of shape on bearing capacity of model footings in sand. J. Inst. Eng. Civ. Eng. Div., 59(4), 185–191. [Google Scholar]