International Journal of Applied Science and Engineering
Published by Chaoyang University of Technology

Duaa Al-Jeznawi1,2, I. B. Mohamed Jais3*, Bushra S. Albusoda4

1 School of Civil Engineering, College of Engineering, Universiti Teknologi MARA Shah Alam, Iraq

2 College of Engineering, Al-Nahrain University, Baghdad, Iraq

3 School of Civil Engineering, College of Engineering, Universiti Teknologi MARA Shah Alam, 40450, Selangor, Malaysia

4 University of Baghdad, College of Engineering, Iraq

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This paper analyzes the effect of scaling-up model and acceleration history on seismic response of closed-ended pipe pile using a finite element modeling approach and the findings of 1 g shaking table tests of a pile embedded in dry and saturated soils. A number of scaling laws were used to create the numerical modeling according to the data obtained from 1 g shake table tests performed in the laboratory. The current study found that the behaviors of the scaled models, in general have similar trends. From numerical modeling on both the dry and saturated sands, the normalized lateral displacement, bending moment, and vertical displacement of piles with scale factors of 2 and 35 are less than those of the pile with a scale factor of 1 and the shaking table test. In general, the pile deformation factor was higher in saturated sand models than the dry sand models. Liquefaction ratios were increased by increasing the seismic intensity; hence the maximum liquefaction ratio was observed with the model of scale 1 under the effect of the Kobe earthquake (0.82 g). In another full-scale model, the liquefaction ratio decreased significantly; i.e., it was decreased from 1.64% (λ = 1) to 1.04% (λ = 35) in the same mentioned model. Pile frictional resistance was numerically investigated and the overall results were compared with previous studies in the literature. In general, the frictional resistance at the pile tip was slightly higher than the frictional resistance around the pile body, and the frictional resistance factor on the ground surface of dry soil models was slightly higher than those of saturated soil models.

Keywords: Model scale, Acceleration history, Soil-pile interaction, Modeling, Seismic excitation.

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  1. Al-Tameemi, S., 2018. Experimental and numerical study on the effect of liquefaction potential of piles in sandy layers of soil under earthquake loading. Ph.D Thesis, Civil Engineering Department, University of Al-Nahrain.

  2. Al-Ghanim, A., 2019. Behavior of geogrid-pile foundation system in loose sandy soils under Halabjah earthquake. International Journal of Geomate, 17, 267–276.

  3. Al-Ghanim, A., Shafiqu, Q.S.M., Ibraheem, A.T. 2019. Finite element analysis of the geogrid pile foundation system under earthquake loading. Al-Nahrain Journal for Engineering Sciences NJES 22, 202–207.

  4. Al-Jeznawi, D., Jais, I.B., Albusoda, B.S. 2022a. The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading. Journal of the Mechanical Behavior of Materials, 31, 83–89.

  5. Al-Jeznawi, D., Jais, I.B., Albusoda, B.S. 2022b. A soil-pile response under coupled static dynamic loadings in terms of kinematic interaction. Journal of the Civil and Environmental Engineering, Accepted.

  6. Al-Salakh, A.M., Albusoda, B.S. 2020. Experimental and theoretical determination of settlement of shallow footing on liquefiable soil. Journal of Engineering 26.

  7. ASTM (D 1586-99): Standard test method for penetration test and split-barrel sampling on soils (D 1586-99), Annual Book of ASTM Standards, 04.08, American Society of Testing and Material, Philadelphia.

  8. Almashhadany, O.Y., Albusoda, B.S. 2014. Effect of allowable vertical load and length/ diameter ratio (l/d) on behavior of pile group subjected to torsion. Journal of Engineering, 20.

  9. Chang, C.A., Lin, H.D., Lo, C.C. 1977. Tests of pattern change for automated detection of printing faults using computer vision systems. International Journal of Industrial Engineering, 4, 5–13.

  10. Chou, J.C., Yang, H.T., Lin, D.G., 2021. Calibration of finn model and ubcsand model for simplified liquefaction analysis procedures. Appl. Sci. 11, 528.

  11. Dong, J., Chen, F., Zhou, M., Zhou, X., 2018. Numerical analysis of the boundary effect in model tests for single pile under lateral load. Bull Eng Geol Environ;1057, 1068–77.

  12. Ebeido, A., Elgamal, A., Tokimatsu, K., Abe, A., 2019. Pile and pile-group response to liquefaction induced lateral spreading in four large-scale shake-table experiments. Journal of Geotechnical and Geoenvironmental Engineering: 4019080–145.

  13. Hussein, A.H., El Naggar, M.H., 2021. Effect of model scale on helical piles response established from shake table tests. Soil Dynamic and Earthquake Engineering, 152, 107013.

  14. Hussein, R., Albusoda, B., 2021a. Experimental and numerical analysis of laterally loaded pile subjected to earthquake loading. In Modern Applications of Geotechnical Engineering and Construction, 291–303. Springer, Singapore.

  15. Hussein, R., Albusoda, B., 2021b. Experimental modelling of single pile under combined effect of axially and laterally loadings in liquefiable soil. Geotechnical and Geological Engineering. Accepted.

  16. Iai, S., 1989. Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils Foundation. 105–118–29.

  17. Michael, H., Beaty, Peter, M., Byrne, 2011. Documentation report: ubcsand constitutive model on itasca udm web site.

  18. Oh-oka, H., Iiba, Abe, A., Tokimatsu, K., 1996. Investigation of earthquake-induced damage to pile foundation using televiewer observation and integrity sonic tests. (In Japanese) Tsuchi-tokiso, 44, 3, The Japanese Geotech. Soc.

  19. Robinsky, E., Morrison, C., 1964. Sand displacement and compaction around model friction piles. Canadian Geotech J. 81. 93–1.

  20. Takashi, T., Gazatas, G., 1996. Pile foundations subjected to large ground deformations: lessons from Kobe and research needs. 11th World Conference on Earthquake Engineering, Elsevier Science Ltd.

  21. Thilakasirim, H.S., 2010. Kinematic and inertial effects of earthquakes on rock socketed single piles in a two-layered medium. Journal of the Institution of Engineers, Sri Lanka, 43, 3.

  22. Tokimatsu, K., Asaka, Y., 1995. Effects of liquefaction-induced ground displacements on pile performance in the Hyogoken-Nambu earthquake. Soils Foundation;163. 177–38.

  23. Tokimatsu, K., Suzuki, H., Sato, M., 2004. Effects of inertial and kinematic forces on pile stresses in large shaking table tests. Proc., Proc., 13th World Conf. on Earthquake Engineering, Vancouver.

  24. Wood, D.M., 2004. Geotechnical modelling, CRC press.

  25. Yasuda, S., Ishihara, K., Morimoto, I., Orense, R., Ikeda, M., Tamura, S., 2000. Large-scale shaking table tests on pile foundations in liquefied ground. Proc., 12th World Conf. on Earthquake Engineering, Citeseer. 1474.


Received: 2022-02-07
Revised: 2022-03-25
Accepted: 2022-03-30
Available Online: 2022-05-30

Cite this article:

Al-Jeznawi, D., Jais, I.B.M., Albusoda, B.S., The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static- dynamic loads. International Journal of Applied Science and Engineering, 19, 2022018.

  Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.

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