Pengembangan Teori Tekanan Lateral Aktif pada Dinding Penahan Tanah Menggunakan Metode Elemen Hingga
DOI:
https://doi.org/10.32832/komposit.v9i2.19223Keywords:
Retaining wall, Active earth pressure, Finite element methodAbstract
Estimating the value of lateral earth pressure acting on a rigid retaining wall is very important in the design of geotechnical structures. Various theories have been developed to calculate lateral earth pressure, each with it is own methodologies, equations, and assumptions. However, none of the studies above considered the lateral earth pressure equation based on the finite element method. In this study, conventional methods and finite element methods are used to determine the amount of active lateral earth pressure that occurs in the retaining wall, and a finite element method-based equation of active lateral earth pressure is proposed. Parametric experiments were also conducted to determine the active lateral earth pressure distribution's response to various parameters.
References
Caquot A., & Kerisel J. (1994). Tables for the calculation of passive pressure, active pressure and bearing capacity of foundations. Gauthier-Villars. https://lib.ugent.be/catalog/rug01:001335589
Dalvi, R. S., & P. J. Pise. (2012). Analysis of Arching in Soil-Passive State. Indian Geotech. J, 42 (2): 106–112. https://doi.org/10.1007/s40098-012-0004-8
Das, B.M., & Sobhan, K. (2018). Principles of Geotechnical Engineering. 9th Edition. United States: Cengange Learning.
Goel, S., & N. R. Patra. (2008). Effect of Arching on Active Earth Pressure for Rigid Retaining Walls Considering Translation Mode. Int. J.Geomech. 8(2): 123–133. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:2(123)
Keshavarz, A., & Ebrahim, M. (2016). The Effects of the Soil-Wall Adhesion and Friction Angle on the Active Lateral Earth Pressure of Circular Retaining Walls. International Journal of Civil Engineering. 14, 97–105. https://doi.org/10.1007/s40999-016-0016-3
Lancellotta, R. (2002). Analytical Solution of Passive Earth Pressure. Géotechnique. Vol. 52, No. 8, pp. 617–619. https://doi.org/10.1680/geot.2002.52.8.617
Li, J. & Wang, M. (2014). Simplified Method for Calculating Active Earth Pressure on Rigid Retaining Walls Considering the Arching Effect Under Translational Mode. International Journal of Geomechanics, ASCE. 14(2), pp. 282-290. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000313
Lim, A. (2018). Lesson learned from retaining wall failures: A geotechnical disaster. In MATEC Web of Conferences (Vol. 229, p. 03014). EDP Sciences. https://doi.org/10.1051/matecconf/201822903014
Lin, Y. L., Leng, W. M., Yang, G. L., Zhao, L. H., Li, L., & Yang, J. S. (2015). Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method. Soil Dyn. Earthquake Eng. 70(3), 133–147. https://doi.org/10.1016/j.soildyn.2014.12.006
Nadukuru, S. S., & R. L. Michalowski. (2012). Arching in Distribution of Active Load on Retaining Walls. J. Geotech. Geoenviron. Eng. 138(5), 575–584. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000617
Paik, K. H., & Salgado, R. (2003). Estimation of Active Earth Pressure Against Rigid Retaining Walls Considering Arching Effects. Géotechnique. 53(7), 643–653. https://doi.org/10.1680/geot.2003.53.7.643
Rahardjo, P. P., & Alvi, S. D. (2019). Metode Elemen Hingga untuk Analisis Geoteknik. Edisi 1. Penerbit Pusat Studi Geoteknik Universitas Katolik Parahyangan, Bandung.
Wang, Y. Z. (2000). Distribution of Earth Pressure on A Retaining Wall. Géotechnique. 50(1), 83-88. https://doi.org/10.1680/geot.2000.50.1.83
Zhou, Y.T. (2018). Active Earth Pressure Against Rigid Retaining Wall Considering Effects of Wall-Soil Friction and Inclinations. KSCE Journal of Civil Engineering. https://doi.org/10.1007/s12205-018-1984-4
Zhou, Y.T., Chen, Q.S., Chen, F.Q., Xue, X.H., & Ba-sack, S. (2016). Active Earth Pressure on Translating Rigid Retaining Structures Considering Soil Arching Effect. European Journal of Environmental and Civil Engineering. 22(8), pp. 910-926. https://doi.org/10.1080/19648189.2016.1229225
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2025 Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms (Penulis yang mengajukan publikasi artikel telah menyetujui hal berikut):
- Through this publication, the author agree to submit the copyright of article writing to Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. This copyright submission takes the form of, but is not limited to: reproduction of the article and parts therein, including photographic reproductions; distribution of articles through printed and electronic documents; and translation of articles(Bahwa melalui publikasi ini, hak cipta penulisan artikel diserahkan kepada Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. Penyerahan hak cipta ini berupa, namun tidak terbatas pada: perbanyakan artikel dan bagian di dalamnya, termasuk reproduksi fotografi; penyebarluasan artikel melalui dokumen cetak dan elektronik; serta penterjemahan artikel).
- The authors agree to the terms of the Copyright Notice, according to Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License., which will apply to this article if and when it is published by Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. (Para penulis setuju dengan ketentuan Pemberitahuan Hak Cipta, sesuai dengan Lisensi Internasional Creative Commons Attribution-NonCommercial-ShareAlike 4.0., yang akan berlaku untuk artikel ini jika dan ketika diterbitkan oleh Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil).
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
.png)
