Article Sidebar

Download
PDF
Statistic
Read Counter : 1 Download : 1

Downloads

Download data is not yet available.

Main Article Content

Keywords

batubara pasir longgar Plaxis tiang pancang keruntuhan tanah

Article Details

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

How to Cite
Alami, F., & Syah, A. (2025). Analisis Kinerja Struktur Tunnel Batubara pada Fondasi dengan Lapisan Pasir Longgar di Bawah Timbunan Menggunakan Metode Elemen Hingga. REKAYASA: Jurnal Ilmiah Fakultas Teknik Universitas Lampung, 29(1), 15–18. https://doi.org/10.23960/rekrjits.v29i1.125
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Terzaghi, K., Peck, R. B., & Mesri, G. (1996). Soil Mechanics in Engineering Practice (3rd ed.). New York: John Wiley & Sons.
  2. Gao, Y., Shi, X., Yuan, Q., Sun, L., & Sun, K. (2024). Particle breakage and uneven settlement characteristics of calcareous sand foundation. Journal of Building Engineering, 96, 111662. https://doi.org/10.1016/j.jobe.2024.111662
  3. Tsai, C.-C., Lin, W.-C., Chu, M.-C., & Chi, C.-C. (2022). Experimental study on the mechanism of sand boils and associated settlements due to soil liquefaction in loose sand. Engineering Geology, 306, 106708. https://doi.org/10.1016/j.enggeo.2022.106708
  4. Zeybek, A., & Madabhushi, G. S. P. (2023). Assessment of soil parameters during post-liquefaction reconsolidation of loose sand. Soil Dynamics and Earthquake Engineering, 164, 107611. https://doi.org/10.1016/j.soildyn.2022.107611
  5. Gouw, T.-L. (2020, November 10–12). Vibro-Kompaksi: Perancangan, pelaksanaan dan studi kasus. Paper presented at the 24th Annual National Conference on Geotechnical Engineering, Jakarta, Indonesia.
  6. Sayehvand, S., & Kalantari, B. (2012). Use of grouting method to improve soil stability against liquefaction—A review. Electronic Journal of Geotechnical Engineering, 17.
  7. Rahardjo, P. P., & Sadisun, I. A. (2023). Laboratory study of grouting method to improve loose sand against liquefaction. Indonesian Geotechnical Journal, August 2023.
  8. Gallagher, P. M., & Mitchell, J. K. (2002). Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand. Soil Dynamics and Earthquake Engineering, 22(9–12), 1017–1026. https://doi.org/10.1016/S0267-7261(02)00126-4
  9. Ng, C. W. W., Crous, P. A., Zhang, M., & Shakeel, M. (2022). Static liquefaction mechanisms in loose sand fill slopes. Computers and Geotechnics, 141, 104525. https://doi.org/10.1016/j.compgeo.2021.104525
  10. Tung, S., Mukherjee, S., Alsabhan, A. H., Gupta, N., Kumar, A., Berwal, P., Goyal, R., Khan, M. A., Khan, W. A., Sehgal, L., & Kishore, K. (2025). Evaluation and analysis of pullout strength in pile group embedded in sandy soil using PLAXIS 3D. Canadian Journal of Soil Science. Advance online publication. https://doi.org/10.1139/cjss-2024-0092
  11. Chang, D.-W., Cheng, S.-H., Chiu, M.-C., & Ge, L. (2025). A study on subsoil and pile reactions of embedded piled raft foundations in sandy soils under vertical loads. KSCE Journal of Civil Engineering. Advance online publication. https://doi.org/10.1016/j.kscej.2025.100230
  12. Patil, H., Deshmukh, R., & Salunke, P. J. (2022). Analysis of sheet pile in dense and loose soil using finite element method. Materials Today: Proceedings, 72,2226–2232. https://doi.org/10.1016/j.matpr.2022.11.285
  13. Brinkgreve, R. B. J., Kumarswamy, S., & Swolfs, W. M. (2021). PLAXIS 2D 2021 Material Models Manual. Delft: Bentley Systems.
  14. Gouw, T.L., Irsyam, M., & Gunawan, A. 2013. The Application of Ground Improvement Techniques in Indonesia. (Keynote lecture) Singapore: 18th South East Asian Geotechnical Conference.
  15. Deutsches Institut für Normung (DIN): DIN 1054:2010-12 – Subsoil – Verification of the safety of earthworks and foundations. Berlin: Beuth Verlag, 2010.