Investigation of Pile Behavior Toward Abutment Construction using PLAXIS 3D: Case Study on Lembak Bridge
DOI:
https://doi.org/10.30737/ukarst.v5i1.1012Keywords:
Abutment, Lateral Movement, Method A, Method B, Plaxis 3D.Abstract
Soil as a subgrade foundation under embankment construction often creates problems in terms of stability and settlement. Therefore, it needs improvement by using preloading embankment. This article presents the investigation of pile behavior towards two scenarios of abutment construction using Plaxis 3D, a three- dimensional finite element program. The use of two scenarios of analysis was Method A. The abutment construction phase conduct without using a preloading embankment, and Method B, where a preloading embankment constructs before the abutment construction. The case study location at the Lembak bridge. Compare the analysis results with the measured data. Results showed that Method A and Method B's pile deflection yielded four times and one point six times larger than the measure data, respectively. Hence, it indicates that Method B recommends for future construction of bridge abutment.References
Ihsan Al-Abboodi, Tahsin Toma-Sabbagh, and Ali Al-Jazaairry, “Modelling the Response of Single Passive Piles Subjected to Lateral Soil Movement using PLAXIS,†Int. J. Eng. Res., vol. V4, no. 03, 2015, doi: 10.17577/ijertv4is030269.
A. I. Candra, A. Yusuf, and A. R. F, “Studi Analisis Daya Dukung Pondasi Tiang Pada Pembangunan Gedung Lp3M Universitas Kadiri,†J. CIVILA, vol. 3, no. 2, p. 166, 2018, doi: 10.30736/cvl.v3i2.259.
A. Mahendra, “Kajian Daya Dukung Pondasi Abutment Jembatan Bawas Kabupaten Kubu Raya,†JeLAST J. Elektron. Laut, Sipil, Tambang, vol. 1, no. 1, 2014.
P. Penurunan and K. Jangka, “Usulan Metoda Perhitungan Interaktif Struktur Pondasi di Atas Tanah Lunak dengan Menyertakan Pengaruh Penurunan Konsolidasi Jangka Panjang,†Usulan Metod. Perhitungan Interaktif Strukt. Pondasi di Atas Tanah Lunak dengan Menyertakan Pengaruh Penurunan Konsolidasi Jangka Panjang, vol. 16, no. 2, pp. 160–170, 2008, doi: 10.14710/mkts.v16i2.3691.
D. Xiao, G. L. Jiang, D. Liao, Y. F. Hu, and X. F. Liu, “Influence of cement-fly ash-gravel pile-supported approach embankment on abutment piles in soft ground,†J. Rock Mech. Geotech. Eng., vol. 10, no. 5, pp. 977–985, 2018, doi: 10.1016/j.jrmge.2018.06.001.
A. Ekici and N. Huvaj, “Validation of 3D finite element solution for laterally loaded passive piles,†Numer. Methods Geotech. Eng. - Proc. 8th Eur. Conf. Numer. Methods Geotech. Eng. NUMGE 2014, vol. 1, no. June, pp. 651–656, 2014, doi: 10.1201/b17017-117.
A. F. Sujatmiko, “SIMULASI RESPON PONDASI TIANG PANCANG AKIBAT PEMBEBANAN LATERAL MENGGUNAKAN METODE BEDA HINGGA,†Media Tek. Sipil, vol. 9, no. 2, pp. 97–99, 2011.
A. Jalil, “The Analysis Slope Stability Reservoir Keuliling with Finite Element Methods,†J. Tek. Sipil, vol. 18, no. 3, p. 239, 2011, doi: 10.5614/jts.2011.18.3.5.
S. Sumirin and R. B. Arief, “Analisis Efektivitas Model Perkuatan dengan Injeksi Semen untuk Peningkatan Angka Keamanan Lereng,†Media Komun. Tek. Sipil, vol. 23, no. 1, p. 23, 2017, doi: 10.14710/mkts.v23i1.14738.
E. Susila and F. Agrensa, “Behaviors of Pipe-Soil Interaction on Unstable Slopes by Finite Element Simulation,†J. Tek. Sipil, vol. 25, no. 2, p. 87, 2018, doi: 10.5614/jts.2018.25.2.1.
X. Hu, C. Zhou, C. Xu, D. Liu, S. Wu, and L. Li, “Model tests of the response of landslide-stabilizing piles to piles with different stiffness,†Landslides, vol. 16, no. 11, pp. 2187–2200, 2019, doi: 10.1007/s10346-019-01233-4.
N. A.-H. Al-Huda and K. B. S. Suryolelono, “Perilaku Tanah Dasar Fondasi Embankment dengan Perkuatan Geogrid dan Drainase Vertikal,†J. Tek. Sipil, vol. 21, no. 1, p. 65, 2014, doi: 10.5614/jts.2014.21.1.7.
H. Nawir, D. Apoji, R. Fatimatuzahro, and M. D. Pamudji, “Prediksi Penurunan Tanah Menggunakan Prosedur Observasi Asaoka Studi Kasus: Timbunan di Bontang, Kalimantan Timur,†J. Tek. Sipil, vol. 19, no. 2, p. 133, 2012, doi: 10.5614/jts.2012.19.2.5.
A. Sumarno and A. Nasution, “Analisis Perkuatan Ruang Paro (Half-Space) Oleh Tiang Pancang Pendek Dengan Metode Elemen Hingga,†J. Tek. Sipil, vol. 25, no. 2, p. 93, 2018, doi: 10.5614/jts.2018.25.2.2.
I. N. Hamdhan and D. S. Pratiwi, “Analisis Stabilitas pada Lereng Sungai yang Dipengaruhi Pasang Surut,†Media Komun. Tek. Sipil, vol. 24, no. 1, p. 35, 2018, doi: 10.14710/mkts.v24i1.17169.
L. Hazzar, M. N. Hussien, and M. Karray, “Influence of vertical loads on lateral response of pile foundations in sands and clays,†J. Rock Mech. Geotech. Eng., vol. 9, no. 2, pp. 291–304, 2017, doi: 10.1016/j.jrmge.2016.09.002.
“PERMODELAN TIMBUNAN PADA TANAH LUNAK DENGAN MENGGUNAKAN PROGRAM PLAXIS Rosmiyati A. Bella *),†pp. 1–9.
I. N. Hamdhan and F. F. Iskandar, “Analisis Perkuatan Timbunan Di Atas Tanah Lunak Menggunakan Dinding Turap dengan Pendekatan Model Numerik,†Media Komun. Tek. Sipil, vol. 25, no. 1, p. 48, 2019, doi: 10.14710/mkts.v25i1.18006.
Plaxis, “Tutorial Manual,†Plaxis 2D Connect Ed. V20, pp. 6–30, 2004.
Plaxis, “PLAXIS Material Models,†Plaxis Handb. 2D, 2015.
O. Dulić and V. Aladžić, “A note on graphical representations in architecture – diagrams over sketches,†Contemp. Achiev. Civ. Eng., pp. 835–844, 2016, doi: 10.14415/konferencijaGFS.
J. Arulanantham, “3-D Finite Element Analysis of Laterally Loaded Short Shafts in Soil,†p. 118, 2015.
Downloads
Published
How to Cite
Issue
Section
License
Authors who publish with this journal agree to the following terms:
(1) The copyright of published articles will be transferred to the journal as the publisher of the manuscript. Therefore, the author needs to confirm that the copyright has been managed by the publisher with the Publication Right Form which must be attached when submitting the article.
(2) Publisher of U Karst is Kadiri University.
(3) The copyright follows Creative Commons Attribution-ShareAlike License (CC BY SA): This license allows to Share copy and redistribute the material in any medium or format, Adapt remix, transform, and build upon the material, for any purpose, even commercially.
