1. Home
  2. Vol 9, No 7 (2023)
  3. Setiawan

Nonlinear Analysis for Investigating Seismic Performance of a Spun Pile-Column of Viaduct Structure

A. Fajar Setiawan, A. Kurniawan Santoso, M. Fauzi Darmawan, Agus Darmawan Adi, Sito Ismanti

Abstract


Slab-on-pile SOP viaducts have been constructed on several highways and railways in Indonesia, but there are certain doubts about some practical structural seismic design concepts. Therefore, this study aims to investigate the seismic performance of a single spun pile column for the SOP viaduct using nonlinear analysis. The essential variables used include the effect of top pile reinforced concrete infill treatment, soil-pile structure interaction (SPSI), and different response modification factors (R). Moreover, the single spun pile column was designed as a macro model with a force-based beam-column element having a fiber section in the plastic hinge. The static pushover analysis and quasi-static cyclic were also conducted to determine the displacement limit state and the equal viscous damping, respectively. Furthermore, seven pairs of ground motion excitations were used to investigate seismic performance in line with ASCE 7-10 and ASCE 61-14. The results showed that the implementation of the top-pile reinforced concrete infill treatment slightly reduced seismic response but evoked more severe pile curvature in the embedded zone. In addition, the behavior and seismic performance were slightly better than those without treatment when considering the SPSI. This study recommends the spun pile column for the SOP viaduct with a response modification factor of 1.5 to avoid probable brittle failure occurrence under earthquake load.

 

Doi: 10.28991/CEJ-2023-09-07-02

Full Text: PDF


Keywords


Soil-Pile Structure Interaction; Response Modification Factor; Displacement Limit State; Hysteretic Energy.

References


Fajar, A. S., Darmawan, M. F., Yogatama, B. A., Satyarno, I., & Guntara, M. (2021). Seismic performance investigation of bracing and SPD application in PHC pile as viaduct piers. The 17th World Conference on Earthquake Engineering, 13-18 September, 2020, Sendai, Japan.

SNI 2833:2016. (2016). Bridge Planning Against Earthquake Loads. Badan Standardisasi Nasional, Jakarta, Indonesia. (In Indonesian).

AASHTO. (2012). AASHTO LRFD Bridge Design Specifications. American Association of State Highway and Transportation Official (AASHTO), Washington, United States.

ASCE 61-14. (2014). Seismic Design of Piers and Wharves. American Society of Civil Engineer (ASCE), Reston, United States.

Putri I. D. & Purwanto T. S. (2018). Planning of slab on pile bridge on Balikpapan Samarinda toll road project (KM. 13 Balikpapan – KM. 38 Sombaja) Segment 1. Ph.D. Thesis, Diponegoro University, Semarang. (In Indonesian).

Mahmoudi, M., & Zaree, M. (2010). Evaluating response modification factors of concentrically braced steel frames. Journal of Constructional Steel Research, 66(10), 1196–1204. doi:10.1016/j.jcsr.2010.04.004.

Berliani, M., Mujiman, & Djuwadi. (2021). Evaluation Experimental of the Dynamic Wharf Structure: A Study Case at Nabire Port, Indonesia. Proceedings of the 2nd International Seminar of Science and Applied Technology (ISSAT 2021), 207. doi:10.2991/aer.k.211106.044.

Budek, A. M., Benzoni, G., & Priestley, M. N. (1997). Experimental investigation of ductility of in-ground hinges in solid and hollow prestressed piles. Report No. SSRP-97/17, University of California, San Diego, United States.

Setiawan, A. F., Darmawan, M. F., Ismanti, S., Mukhlis, S., & Guntara Muria, A. (2020). Numerical model for investigating seismic performance of Prestressed Hollow Concrete (PHC) piles with Fiber section element. E3S Web of Conferences, 156, 03007. doi:10.1051/e3sconf/202015603007.

Cofer, W. F., ElGawady, M., & Greenwood, S. (2009). Seismic Assessment of WSDOT Bridges with Prestressed Hollow Core Piles Part I, No. WA-RD 732.1, Department of Transportation, Washington, United States.

Hutchinson, T. C., Chai, Y. H., Boulanger, R. W., & Idriss, I. M. (2004). Inelastic seismic response of extended pile-shaft-supported bridge structures. Earthquake Spectra, 20(4), 1057–1080. doi:10.1193/1.1811614.

Chai, Y. H., & Hutchinson, T. C. (2002). Flexural Strength and Ductility of Extended Pile-Shafts. II: Experimental Study. Journal of Structural Engineering, 128(5), 595–602. doi:10.1061/(asce)0733-9445(2002)128:5(595).

Mazzoni, S., McKenna, F., Scott, M. H., & Fenves, G. L. (2006). OpenSees command language manual. Pacific earthquake engineering research (PEER) center, University of California, Berkeley, United States.

ASDEA. (2021). Scientific Toolkit for OpenSees (STKO), User Manual, ASDEA SOFTWARE, Pescara, Italy.

Scott, B. D., Park, R., & Priestley, M. J. N. (1982). Stress-Strain Behavior of Concrete Confined By Overlapping Hoops At Low and High Strain Rates. Journal of the American Concrete Institute, 79(1), 13-27. doi:10.14359/10875.

API RP 2A-WSD. (2007). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms- Working Stress Design. American Petroleum Institute (API), Washington, United States.

Boulanger, R. W., Kutter, B. L., Brandenberg, S. J., Singh, P., Chang, D., & University of California, Davis. Center for Geotechnical Modeling. (2003). Pile foundations in liquefied and laterally spreading ground during earthquakes: centrifuge experiments & analyses. No. UCD/CGM-03/01, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, United States.

Darmawan, M. F., Fajar, A. S., Satyarno, I., Awaludin, A., & Yogatama, B. A. (2022). Seismic Performance Comparison of Pile Supported Slab Viaduct with PHC Pile and RC Bored Pile in South Part of Java Island. Proceedings of the 5th International Conference on Sustainable Civil Engineering Structures and Construction Materials. SCESCM 2020, Lecture Notes in Civil Engineering 215. Springer, Singapore. doi:10.1007/978-981-16-7924-7_47.

Kurniawan Santoso, A., Sulistyo, D., Awaludin, A., Fajar Setiawan, A., Satyarno, I., Purnomo, S., & Harry, I. (2022). Structural Systems Comparison of Simply Supported PSC Box Girder Bridge Equipped with Elastomeric Rubber Bearing and Lead Rubber Bearing. Civil Engineering Dimension, 24(1), 19–30. doi:10.9744/ced.24.1.19-30.

Irawan, C., Djamaluddin, R., Raka, I. G. P., Faimun, Suprobo, P., & Gambiro. (2018). Confinement behavior of spun pile using low amount of spiral reinforcement - An experimental study. International Journal on Advanced Science, Engineering and Information Technology, 8(2), 501–507. doi:10.18517/ijaseit.8.2.4343.

Wijesundara, K. K., Nascimbene, R., & Sullivan, T. J. (2011). Equivalent viscous damping for steel concentrically braced frame structures. Bulletin of Earthquake Engineering, 9(5), 1535–1558. doi:10.1007/s10518-011-9272-4.

ASCE 7-10. (2010). Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers (ASCE), Reston, United States.

Sunardi, B. (2015). Yogyakarta City Synthetic Soil Acceleration Based on Earthquake Hazard Deaggregation. Journal of Environment and Geological Disasters, 6(3), 211-228. doi:10.34126/jlbg.v6i3.85.

Orientilize, M., Prakoso, W. A., & Swastinitya, A. P. (2021). The different effect of cyclic loading protocol on spun pile performance. IOP Conference Series: Earth and Environmental Science, 622(1), 012011. doi:10.1088/1755-1315/622/1/012011.

El-Arab, I. E., & Maki, T. (2012). Static and dynamic response analysis of reinforced concrete piles. Journal of Civil Engineering and Construction Technology, 3(6), 189-194. doi:10.5897/jcect11.087.

Yang, Z., Li, G., Wang, W., & Lv, Y. (2018). Study on the Flexural Performance of Prestressed High Strength Concrete Pile. KSCE Journal of Civil Engineering, 22(10), 4073–4082. doi:10.1007/s12205-018-1811-y.

Callista, V., Lase, Y., Prakoso, W. A., & Orientilize, M. (2022). Numerical Study of Spun Pile Connections to Pile Caps with and without Fill Concrete Due to Cyclic Loading. Journal Terrace, 12(1), 117. doi:10.29103/tj.v12i1.681.

Cruz, C., & Miranda, E. (2017). Evaluation of soil-structure interaction effects on the damping ratios of buildings subjected to earthquakes. Soil Dynamics and Earthquake Engineering, 100, 183–195. doi:10.1016/j.soildyn.2017.05.034.

Ren, J., Xu, Q., Chen, G., Yu, X., Gong, S., & Lu, Y. (2022). Full - scale experimental study of the seismic performance of pretensioned spun high-strength concrete piles. Soil Dynamics and Earthquake Engineering, 162, 1–17. doi:10.1016/j.soildyn.2022.107467.

Akiyama, M., Abe, S., Aoki, N., & Suzuki, M. (2012). Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section. Engineering Structures, 34, 259–270. doi:10.1016/j.engstruct.2011.09.007.


Full Text: PDF

DOI: 10.28991/CEJ-2023-09-07-02

Refbacks

  • There are currently no refbacks.


Bookmark and Share


Copyright (c) 2023 Angga Fajar Setiawan

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.
x
Message