PEMODELAN PENURUNAN TANAH DI IBU KOTA NEGARA NUSANTARA MENGGUNAKAN ANALISIS NUMERIK METODE ELEMEN HINGGA LISA V.8
Abstract
The IKN area is dominated by hilly areas and broad plains, Seeing the various soil characteristics and varying land elevations, disasters such as landslides and land subsidence often occur. This study validates the results of LISA against a geotechnical analysis program that is very often used and specifically for geotechnical software. It is hoped that the results of this study can contribute to the geotechnical world, especially to become a new treasure using the finite element method LISA. Forr the point of view the settlement that occurs is 0.0623 meters, where at analysis using geotechnical software, the settlement that occurs at the same point in the review is 0.0633 meters, there is an insignificant difference with a ratio of 1.016 from the results of the geotechnical software with the results of LISA V.8 FEA.
References
Aboubakar, A., Manefouet, B. I., Komguep, L. S., Talom, E. T., Foueze, C. R., & Djonthu, Y. L. (2021). Geotechnical characterization of Beka-Gotto rock massif (Adamawa Region-Cameroon) for the use in civil engineering. Journal of Nepal Geological Society, 62, 47–57. https://doi.org/10.3126/jngs.v62i0.38693
Akan, R., & Sert, S. (2021). Investigation of the Consolidation Behavior of Soft Soil Improved with Vertical Drains by Finite Element Method. International Journal of Engineering and Applied Sciences, 13(3), 93–105. https://doi.org/10.24107/ijeas.1002115
Akçay, N., Gökalp, A. S., Günlemez, A., Oğuz, D., Kılıçbay, F., & Engin Arısoy, A. (2021). Comparison of LISA vs INSURE Technique using Nasal intermittent positive pressure ventilation (NIPPV) Support In Preterm Infants: A Randomized Controlled Trial. Medical Journal of Bakırkoy. https://doi.org/10.5222/BMJ.2021.35744
Alkhorshid, N. R., Araujo, G. L. S., & Palmeira, E. M. (2021). Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation. Journal of Rock Mechanics and Geotechnical Engineering, 13(5), 1173–1181. https://doi.org/10.1016/j.jrmge.2021.03.004
Amechi, B. U., & Horsfall, O. I. (2020). Shallow Depth Soil Resistivity Investigations and Subsurface Lithology for Corrosivity Assessment along Obama-Kolo Creek Pipeline Using Geoelectric Method. Asian Journal of Applied Science and Technology, 04(01), 98–106. https://doi.org/10.38177/AJAST.2020.4109
Atibrata, A. L., & Listyawan, A. B. (2020). Perencanaan Dinding Penahan Tanah Jenis Corrugated Concrete Sheet Pile (CCSP) pada Pekerjaan Galian Apartemen Bengawan Malang [Universitas Muhammadiyah Surakarta]. http://eprints.ums.ac.id/id/eprint/86824
Carbonell, J. M., Monforte, L., Ciantia, M. O., Arroyo, M., & Gens, A. (2022). Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions. Journal of Rock Mechanics and Geotechnical Engineering, 14(3), 967–983. https://doi.org/10.1016/j.jrmge.2021.12.006
Dayarathne, R., Hawlader, B., Phillips, R., & Robert, D. (2022). One- and two-dimensional finite element modelling of thaw consolidation. Canadian Geotechnical Journal, 59(7), 1130–1145. https://doi.org/10.1139/cgj-2021-0120
Fumagalli, J., Pieroni, M., Renaux-Petel, S., & Witkowski, L. T. (2022). Detecting primordial features with LISA. Journal of Cosmology and Astroparticle Physics, 2022(07), 020. https://doi.org/10.1088/1475-7516/2022/07/020
Ganiyu, S. A., Oladunjoye, M. A., Olobadola, M. O., Aizebeokhai, A. P., & Badmus, B. S. (2021). Investigation of incessant road failure in parts of Abeokuta, Southwestern Nigeria using integrated geoelectric methods and soil analysis. Environmental Earth Sciences, 80(4), 133. https://doi.org/10.1007/s12665-021-09446-4
Kudryavtsev, S. A., Valtseva, T. Y., Gavrilov, I. I., Kotenko, Z. I., & Sokolova, N. (2021). Geotechnical monitoring bearing capacity boring pile foundations of bridge during permafrost degradation. Journal of Physics: Conference Series, 1928(1), 012057. https://doi.org/10.1088/1742-6596/1928/1/012057
León, R. F. P., Rebolledo, J. F. R., & Hormaza, B. C. (2023). Stiffness and strength parameters for the hardening soil model of a reconstituted diatomaceous soil. European Journal of Environmental and Civil Engineering, 27(1), 479–499. https://doi.org/10.1080/19648189.2022.2051077
Li, T., Li, L., Tang, C., Zhang, Z., Li, M., Zhang, L., & Li, A. (2019). A coupled hydraulic-mechanical-damage geotechnical model for simulation of fracture propagation in geological media during hydraulic fracturing. Journal of Petroleum Science and Engineering, 173, 1390–1416. https://doi.org/10.1016/j.petrol.2018.10.104
Navaratnarajah, S. K., & Indraratna, B. (2020). Stabilisation of Stiffer Rail Track Substructure Using Artificial Inclusion. Indian Geotechnical Journal, 50(2), 196–203. https://doi.org/10.1007/s40098-019-00406-1
Ridwan. (2022). Laporan Soil Investigasi Pembangunan Rumah Tinggal & Dermaga, Penajam Paser Utara, Kalimantan Timur.
Song, T., Liu, Y., & Wang, Y. (2017). Finite Element Method for Modeling 3D Resistivity Sounding on Anisotropic Geoelectric Media. Mathematical Problems in Engineering, 2017, 1–12. https://doi.org/10.1155/2017/8027616
Sonnenhof Holdings. (2013). Beginners’ Guide: Getting Started with FEA. LISA Finite Element Analysis Software.
Vu, V., & Yang, Y. (2018). Numerical modelling of soft ground improvement by vacuum preloading considering the varying coefficient of permeability. International Journal of Geotechnical Engineering, 12(3), 258–266. https://doi.org/10.1080/19386362.2016.1270793
Wang, Z., Jin, Y., Yin, Z., & Wang, Y. (2022). A novel coupled NSâ€PFEM with stable nodal integration and polynomial pressure projection for geotechnical problems. International Journal for Numerical and Analytical Methods in Geomechanics, 46(13), 2535–2560. https://doi.org/10.1002/nag.3417
Zhang, Y., Liu, D., Chen, W., & Sun, L. (2022). Microstructural analysis and multiscale modeling for stiffening and strengthening of consolidated earthen-site soils. Journal of Cultural Heritage, 55, 143–148. https://doi.org/10.1016/j.culher.2022.03.005
Zornberg, J. G., Roodi, G. H., & Gupta, R. (2017). Stiffness of Soil–Geosynthetic Composite under Small Displacements: I. Model Development. Journal of Geotechnical and Geoenvironmental Engineering, 143(10). https://doi.org/10.1061/(ASCE)GT.1943-5606.0001768
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