Integrated Geotechnical and Geophysical Investigation for Landslide Analysis in the Ibu Kota Negara Nusantara (IKN) Mentawir Area: Correlation of Geoelectric and NSPT Methods with Finite Element Modeling
DOI:
https://doi.org/10.30872/jtgeo.v0i1.30035Abstract
Pembangunan Ibu Kota Negara Nusantara (IKN) dihadapkan pada tantangan geoteknik yang signifikan, terutama longsor di jalan akses krusial kawasan Mentawir. Penelitian ini mengintegrasikan data resistivitas geolistrik, Uji SPT (NSPT), analisis laboratorium, dan pemodelan Elemen Hingga (FEM) untuk mengkarakterisasi kondisi bawah permukaan dan menilai stabilitas lereng. Hasil penting menunjukkan korelasi invers yang kuat (R² = 0,89) antara resistivitas dan nilai NSPT, yang memungkinkan identifikasi lapisan lempung jenuh lemah (ρ < 20 Ωm, N < 10) sebagai bidang gelincir potensial. Simulasi FEM yang dikalibrasi dengan data terpadu ini mengungkapkan Faktor Keamanan kritis (1,1–1,3) dalam kondisi jenuh, memprediksi longsor rotasional pada kedalaman 4–6 m. Investigasi mengonfirmasi bahwa longsor dipicu oleh kombinasi heterogenitas geologi, drainase yang buruk, dan modifikasi lereng antropogenik. Studi ini memvalidasi pendekatan terpadu sebagai kerangka kerja yang andal dan hemat biaya, mengurangi biaya investigasi sebesar 30%, untuk penilaian bahaya longsor di wilayah tropis. Penelitian ini memberikan wawasan krusial berbasis data untuk memastikan ketahanan dan keberlanjutan pengembangan infrastruktur vital dalam proyek IKN.References
Allen, P. A., & Chambers, J. L. (1998). Sedimentation and tectonics in the Kutai Basin, Eastern Kalimantan. Geological Society Special Publications, 126(1), 335–347.
Au, S. W. C. (1998). Rain-induced slope instability in Hong Kong. Engineering Geology, 51(1), 1–36.
Clayton, C. R. I. (1995). The Standard Penetration Test (SPT): Methods and Use. Construction Industry Research and Information Association.
Dobrin, M. B. (1998). Introduction to Geophysical Prospecting (4th ed.). McGraw-Hill.
Dody Widodo. (2022). Laporan Pengujian Pengeboran NSPT & Uji Laboratorium: Jalan Akses Persemaian IKN Mentawir. Core Team P2JN Kaltim.
Griffiths, D. V., & Lane, P. A. (1999). Slope stability analysis by finite elements. Géotechnique, 49(3), 387–403.
Hendrajaya, L. (1990). Geolistrik Tahanan Jenis untuk Eksplorasi Bawah Permukaan. Penerbit ITB.
Hidayat, S., & Umar, I. (1994). Peta Geologi Lembar Balikpapan, Kalimantan. Pusat Penelitian dan Pengembangan Geologi.
Marchetti, S. (1980). In situ tests by flat dilatometer. Journal of the Geotechnical Engineering Division, 106(3), 299–321.
Singh, R. P. (2004). Geoelectrical methods for groundwater exploration. Springer.
Supriatna, S., Sukardi, & Rustandi, E. (1995). Peta Geologi Lembar Samarinda, Kalimantan Timur. Pusat Penelitian dan Pengembangan Geologi.
Telford, W. M., Geldart, L. P., & Sheriff, R. E. (1976). Applied Geophysics. Cambridge University Press.
Terzaghi, K., & Peck, R. B. (1948). Soil Mechanics in Engineering Practice. Wiley.
Varnes, D. J. (1978). Slope movement types and processes. Landslides: Analysis and Control, 11, 11–33.
Wartman, J., Seed, R. B., & Bray, J. D. (2005). Shallow landslide risk assessment using GIS. Environmental & Engineering Geoscience, 11(4), 293–303.
Wesley, L. D. (1990). Influence of structure and composition on residual soils of tropical regions. Engineering Geology, 29(1), 1–23.
ASTM D1586. (2011). Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils. ASTM International.
ASTM D2166. (2016). Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International.
ASTM D3080. (2011). Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. ASTM International.
SNI 03-1965-1990. Tentang Cara Uji Kadar Air Tanah. Badan Standardisasi Nasional
Downloads
Published
Issue
Section
License
Copyright Notice

Authors who publish in Jurnal Teknik Geologi: Jurnal Ilmu Pengetahuan dan Teknologi agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under an Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).