Geomechanics and Engineering

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Simplification analysis of suction pile using two dimensions finite element modeling

  • Hendriyawan, Hendriyawan (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Primananda, M. Abby (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Puspita, Anisa Dwi (Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Guo, Chao (Shanxi Lu'an Mining (Group) Co.,Ltd.) ;
  • Hamdhan, Indra Noer (Faculty of Civil and Planning Engineering, Institut Teknologi Nasional) ;
  • Tahir, M.M. (UTM Construction Research Centre, Institute for Smart Infrastructure and Innovative Construction (ISIIC), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Pham, Binh Thai (Institute of Research and Development, Duy Tan University) ;
  • Mu'azu, M.A. (Civil Engineering Department, University of Hafr Al-Batin) ;
  • Khorami, Majid (Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois)
  • Received : 2018.11.24
  • Accepted : 2019.02.19
  • Published : 2019.03.20
⟨ Previous Next ⟩

Abstract

This paper presents the results of parametric analyses to compute the axial capacity of a suction pile using 2D and 3D finite element approaches. The study is intended to simplify the process of analyzing suction piles from 3D to 2D model. The research focuses on obtaining the coefficient to be applied into the 2D model in order to obtain results that are as close as possible to the 3D model. Two 2D models were used in the analysis, namely the plane strain and axisymmetric models. The analyses were performed using two actual offshore soil data of the North and West Java Indonesia. The study reveals that the simplification of model through 2D Finite Element is achievable by applying the appropriate coefficient to the stiffness parameters. The results show that the simplified model of the 2D FEA provides more conservative results (with the difference between 2% to 7%) than the 3D FEA.

Keywords

Acknowledgement

Supported by : Institute of Technology Bandung

References

  1. Al-Mahbashi, A.M., Elkady, T.Y. and Alrefeai, T.O. (2015), "Soil water characteristic curve and improvement in lime treated expansive soil", Geomech. Eng., 8(5), 687-706. https://doi.org/10.12989/gae.2015.8.5.687
  2. Andersen, K.H. and Jostad, H.P. (1999), "Foundation design of skirted foundations and anchors in clay", Proceedings of the Offshore Technology Conference, Houston, Texas, U.S.A., May.
  3. Bhargava, K., Ghosh, A.K., Mori, Y. and Ramanujam, S. (2003), "Analytical model of corrosion-induced cracking of concrete considering the stiffness of reinforcement", Struct. Eng. Mech., 16(6), 749-769. https://doi.org/10.12989/sem.2003.16.6.749
  4. Brinkgreve, R.B.J. (2016b) PLAXIS 3D Reference and Tutorial Manual.
  5. Chahnasir, E.S., Zandi, Y., Shariati, M., Dehghani, E., Toghroli, A., Mohamed, E.T., Shariati, A., Safa, M., Wakil, K. and Khorami, M. (2018), "Application of support vector machine with firefly algorithm for investigation of the factors affecting the shear strength of angle shear connectors", Smart Struct. Syst., 22(4), 413-424. https://doi.org/10.12989/sss.2018.22.4.413
  6. Daie, M., Jalali, A., Suhatril, M., Shariati, M., Khanouki, M. A., Shariati, A. and Kazemi-Arbat, P. (2011), "A new finite element investigation on pre-bent steel strips as damper for vibration control", Int. J. Phys. Sci., 6(36), 8044-8050.
  7. Edgers, L., Andresen, L. and Jostad, H.P. (2009), Capacity Analysis of Suction Anchor in Clay by 3D Finite Element, in Plaxis Bulletin.
  8. Erzin, Y. and Gul, T.O. (2013), "The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test", Int. Geomech. Eng., 5(6), 541-564. https://doi.org/10.12989/gae.2013.5.6.541
  9. Heydari, A. and Shariati, M. (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., 66(6), 737-748. https://doi.org/10.12989/SEM.2018.66.6.737
  10. Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. https://doi.org/10.12989/SCS.2018.26.4.485
  11. Ismail, M., Shariati, M., Awal, A., Chiong, C., Chahnasir, E., Porbar, A., Getdarum A. and Khorami, M. (2018), "Strengthening of bolted shear joints in industrialized ferrocement construction", Steel Compos. Struct., 28(6), 681-690. https://doi.org/10.12989/scs.2018.28.6.681
  12. Jalali, A., Daie, M., Nazhadan, S.V.M., Kazemi-Arbat, P. and Shariati, M. (2012), "Seismic performance of structures with pre-bent strips as a damper", Int. J. Phys. Sci., 7(26), 4061-4072.
  13. Khanouki, A., Mehdi, M., Ramli Sulong, N.H. and Shariati, M. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2329
  14. Khanouki, M.A., Sulong, N.R., Shariati, M. and Tahir, M.M. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Construct. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002
  15. Khorami, M., Alvansazyazdi, M., Shariati, M., Zandi, Y., Jalali, A. and Tahir, M. (2017a), "Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)", Earthq. Struct., 13(6), 531-538. https://doi.org/10.12989/EAS.2017.13.6.531
  16. Khorami, M., Khorami, M., Motahar, H., Alvansazyazdi, M., Shariati, M., Jalali, A. and Tahir, M.M. (2017b), "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", Struct. Eng. Mech., 63(2), 259-268 https://doi.org/10.12989/SEM.2017.63.2.259
  17. Khorramian, K., Maleki, S., Shariati, M., Jalali, A. and Tahir, M. M. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067
  18. Maleki, S. and Bagheri, S. (2008), "Behavior of channel shear connectors, Part II: Analytical study", J. Construct. Steel Res., 64(12), 1341-1348. https://doi.org/10.1016/j.jcsr.2008.01.006
  19. Malekpoor, M. and Poorebrahim, G. (2014), "Comparative study on the behavior of lime-soil columns and other types of stone columns", Geomech. Eng., 7(2), 133-148. https://doi.org/10.12989/gae.2014.7.2.133
  20. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  21. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2014a), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785
  22. Mohammadhassani, M., Saleh, A., Suhatril, M. and Safa, M. (2015), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497
  23. Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014b), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. https://doi.org/10.12989/SEM.2013.48.6.833
  24. Paknahad, M., Bazzaz, M. and Khorami, M. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams", Steel Compos. Struct., 28(4), 483-494. https://doi.org/10.12989/SCS.2018.28.4.483
  25. Plaxis, B. (2016), PLAXIS 2D Reference Manual.
  26. Pollestad, J.H. (2015), "Investigation of suction anchor pullout capacity under undrained conditions", M.Sc. Thesis, University of Stavanger, Stravanger, Norway.
  27. Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  28. Samui, P. and Kim, D. (2013), "Least square support vector machine and multivariate adaptive regression spline for modeling lateral load capacity of piles", Neural Comput. Appl., 23(3-4), 1123-1127. https://doi.org/10.1007/s00521-012-1043-x
  29. Sedghi, Y., Zandi, Y., Toghroli, A., Safa, M., Mohamad, E.T., Khorami, M. and Wakil, K. (2018), "Application of ANFIS technique on performance of C and L shaped angle shear connectors", Smart Struct. Syst., 22(3), 335-340. https://doi.org/10.12989/sss.2018.22.3.335
  30. Shafaei, S., Farahbod, F. and Ayazi, A. (2017), "Concrete stiffened steel plate shear walls with an unstiffened opening", Structures, 12, 40-53. https://doi.org/10.1016/j.istruc.2017.07.004
  31. Shahabi, S.E.M., Sulong, N.H., Shariati, M., Mohammadhassani, M. and Shah, S.N.R. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. https://doi.org/10.12989/scs.2016.20.3.651
  32. Shariat, M., Shariati, M., Madadi, A. and Wakil, K. (2018), "Computational Lagrangian multiplier method by using for optimization and sensitivity analysis of rectangular reinforced concrete beams", Steel Compos. Struct., 29(2), 243-256. https://doi.org/10.12989/scs.2018.29.2.243
  33. Shariati, A., Shariati, M., Sulong, N.R., Suhatril, M., Khanouki, M.A. and Mahoutian, M. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Construct. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036
  34. Shariati, M. (2013), "Behaviour of C-shaped shear connectors in steel concrete composite beams", Ph.D. Thesis, University of Malaya, Kuala Lumpur, Malaysia.
  35. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics, Seoul, South Korea, September.
  36. Shariati, M., Ramli Sulong, N.H., Maleki, S. and Arabnejad Kh, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, Sydney, Australia, July.
  37. Shariati, M., Shariati, A., Sulong, N.R., Suhatril, M. and Khanouki, M.A. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Failure Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017
  38. Shariati, M., Sulong, N.R., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: Experimental and parametric study", Mater. Struct., 49(9), 3909-3926.
  39. Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Construct. Build. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050
  40. Sinaei, H., Shariati, M., Abna, A.H., Aghaei, M. and Shariati, A. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Sci. Res. Essays, 7(21), 2002-2009.
  41. Singh, G., Rao, G.V. and Iyengar, N.G.R. (1992), "Nonlinear bending of thin and thick unsymmetrically laminated composite beams using refined finite element model", Comput. Struct., 42(4), 471-479. https://doi.org/10.1016/0045-7949(92)90114-F
  42. Tahmasbi, F., Maleki, S., Shariati, M., Sulong, N.R. and Tahir, M.M. (2016), "Shear capacity of c-shaped and l-shaped angle shear connectors", PloS One, 11(8), e0156989. https://doi.org/10.1371/journal.pone.0156989
  43. Tahmasebinia, F., Ranzi, G. and Zona, A. (2012), "Beam tests of composite steel-concrete members: A three-dimensional finite element model", Int. J. Steel Struct., 12(1), 37-45. https://doi.org/10.1007/s13296-012-1004-3
  44. Tjelta, T.I. (2001), "Suction piles: Their position and application today", Proceedings of the 11th International Offshore and Polar Engineering Conference, Stavanger, Norway, June.
  45. Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A.M. and Khorami, M. (2018a), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530. https://doi.org/10.12989/CAC.2018.21.5.525
  46. Toghroli, A., Mohammadhassani, M., Suhatril, M., Shariati, M. and Ibrahim, Z. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Compos. Struct., 17(5), 623-639. https://doi.org/10.12989/scs.2014.17.5.623
  47. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018b), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/sss.2018.22.4.433
  48. Toghroli, A., Suhatril, M., Ibrahim, Z., Safa, M., Shariati, M. and Shamshirband, S. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intell. Manufact., 29(8), 1793-1801. https://doi.org/10.1007/s10845-016-1217-y
  49. Wei, X., Shariati, M., Zandi, Y., Pei, S., Jin, Z., Gharachurlu, S., Abdullahi, M.M., Tahir, M.M. and Khorami, M. (2018), "Distribution of shear force in perforated shear connectors", Steel Compos. Struct., 27(3), 389-399. https://doi.org/10.12989/SCS.2018.27.3.389
  50. Yilmaz, F. and Fidan, D. (2018), "Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite", Geomech. Eng., 14(3), 301-306. https://doi.org/10.12989/GAE.2018.14.3.301
  51. Zandi, Y., Shariati, M., Marto, A., Wei, X., Karaca, Z., Dao, D., Toghroli, A., Hashemi, M.H., Sedghi, Y., Wakil, K. and Khorami, M. (2018), "Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake", Steel Compos. Struct., 28(4), 439-447. https://doi.org/10.12989/SCS.2018.28.4.439
  52. Zidan, A.F. and Ramadan, O.M. (2018), "A hybrid MC-HS model for 3D analysis of tunnelling under piled structures", Geomech. Eng., 14(5), 479-489. https://doi.org/10.12989/GAE.2018.14.5.479

Cited by

  1. Effects of the Installation Method, Loading Condition, and Failure Mechanism on the Behavior of Suction Piles under Monotonic Horizontal Loading vol.9, pp.12, 2019, https://doi.org/10.3390/jmse9121333