Kajian Penurunan Tanah di Kabupaten Bekasi Akibat Eksploitasi Air Berlebihan dengan Aplikasi Geostudio dan Plaxis

Authors

  • Yonas Prima Arga Rumbyarso Program Studi Teknik Sipil, Universitas Krisnadwipayana, Bekasi, Indonesia

DOI:

https://doi.org/10.62048/qjms.v2i1.62

Keywords:

Land Subsidence, Groundwater Extraction, Plaxis, Geostudio, Cikarang Selatan

Abstract

Cibatu, a sub-district in South Cikarang, Bekasi Regency, West Java, has a high population density and spans an area of approximately 1,200 hectares. This area faces increased groundwater usage for domestic and industrial purposes through deep wells, which has the potential to cause ongoing land subsidence. This study employed Plaxis and Geostudio software to model and predict the extent of land subsidence. Simulation results indicate that Plaxis predicts greater land subsidence than Geostudio, at 13.44 cm/year with pump usage and 3.91 cm/year without pumps. Conversely, Geostudio predicts subsidence of 12.01 cm/year with pump usage and only 0.022 cm/year without pumps. Pump usage has proven to have a significant impact, particularly at Building A of Pelita Bangsa University, where the risk of land subsidence increases by up to 293.09% with pumps. This study aims to identify groundwater levels, soil layers experiencing the greatest subsidence, the extent of subsidence due to water extraction, and the impact of pump usage on land subsidence in the Kaligawe area. The findings conclude that excessive pump usage significantly increases the rate of land subsidence. Policies supporting sustainable groundwater management are needed to address this issue, such as limiting deep well usage, increasing surface water utilization, and implementing water conservation technologies. Additionally, regular monitoring of groundwater levels and subsidence rates is necessary to prevent further impacts on infrastructure and the environment in South Cikarang.

References

Achmad, F. A., & Rumbyarso, Y. P. A. (2023). Analisis struktur slab on pile terhadap kontrol lendutan pada proyek jalan tol Kataraja. Jurnal Pendidikan Tambusai, 7(2), 13457–13467. https://doi.org/10.31004/jptam.v7i2.8530

Anggrahini, N. Z., & Fitriyana, L. (2022). Studi kasus perbaikan tanah lunak pada proyek tol Semarang-Demak (STA 20+300 – STA 20+500). Jurnal Ilmiah Sultan Agung, 1(1), 668–681.

Arief, R. B., Rusbintardjo, G., & Yusoff, N. I. M. (2014). Landslide on a deeply landfilled slope: A case study of Tembalang, Indonesia. Jurnal Teknologi, 70(1), 1–5. https://doi.org/10.11113/jt.v70.2749

American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for design of pavement structures. AASHTO.

Badan Standardisasi Nasional. (2005). Tata cara perencanaan sistem plambing (SNI 03-7065-2005). Badan Standardisasi Nasional.

Badan Standardisasi Nasional. (2020). SNI 1727:2020 Beban desain minimum dan kriteria terkait untuk bangunan gedung dan struktur lain. Badan Standardisasi Nasional.

Darmiyanti, L., Prima, Y., & Aldianto, M. A. (2023). Analisis borepile menggunakan metode Meyyerhoff dan Reese Wright. Jurnal Sipil Krisna, 9(1), 27–38. https://doi.org/10.61488/sipilkrisna.v9i1.249

Darmiyanti, L., & Wiharja, U. (2024). Effect of salt solution in electrochemical stabilization with variation of potential difference on clay's shear strength. Reka Buana: Jurnal Ilmiah Teknik Sipil dan Teknik Kimia, 9(1), 28–40. https://doi.org/10.33366/rekabuana.v9i1.5434

Darmiyanti, L. (2024). Perbaikan potensi pengembangan tanah ekspansif dengan metode elektrokinetik menggunakan larutan kalsium dioksida. Jurnal Teknik Sipil, 5(1), 10–14.

Das, B. M. (1995). Mekanika tanah (Prinsip-prinsip rekayasa geoteknis). Erlangga.

Fitriyana, L. (2015). Pengaruh tekanan kekang membran terhadap pengembangan tanah [Doctoral dissertation, Universitas Gadjah Mada].

Fitriyana, L. (2019). Pengaruh feldspar dan ampas tebu terhadap propertis tanah ekspansif. Reviews in Civil Engineering, 3(1), 18–22. https://doi.org/10.31002/rice.v3i1.1259

Kusumo, B. (2023). Rancang bangun pengendali jarak jauh panel listrik rumah berbasis mikrokontroler Arduino Uno R3 menggunakan smartphone Android dengan komunikasi Bluetooth 3.0. Jurnal Kridatama Sains dan Teknologi, 5(2), 448–472. https://doi.org/10.53863/kst.v5i02.957

Melanira, A., & Rudianto, A. M. (2023). Identifikasi fungsi dan elemen fisik taman Tegalega sebagai pemanfaatan ruang terbuka hijau di kota Bandung. Jurnal Ilmiah Arjouna: Architecture and Environment Journal of Krisnadwipayana, 7(2). https://doi.org/10.61488/jia.v7i2.66

Pribadi, G., & Rumbyarso, Y. P. A. (2023). Analisis perbandingan daya dukung dan penurunan pondasi tiang bor dengan perhitungan manual dan software ALLPILE. Jurnal TESLINK: Teknik Sipil dan Lingkungan, 5(2), 16–20. https://doi.org/10.52005/teslink.v5i2.301

Rodji, A. P., Sihombing, S. M., & Ramadhan, M. R. (2022). Analisis pondasi bored pile pada proyek Metrostater Depok Jawa Barat. Forum Mekanika, 11(1), 11–21. https://doi.org/10.33322/forummekanika.v11i1.1663

Rumbyarso, Y. P. A., & Pribadi, G. (2023). Analisis stabilitas lereng dengan metode Bishop pada proyek geotechnical investigation jalur transportasi pelabuhan batubara Marangkayu Kabupaten Kutai Kartanegara. Jurnal Kridatama Sains dan Teknologi, 5(2), 562–577. https://doi.org/10.53863/kst.v5i02.987

Triastuti, N. S., & Indriasari, I. (2019). Analisis pondasi tiang pancang berdasarkan hasil perhitungan dan loadding test. Indonesian Journal of Construction Engineering and Sustainable Development (CESD, 2(2), 48–53. https://doi.org/10.25105/cesd.v2i2.6450

Published

2024-12-31

How to Cite

Rumbyarso, Y. P. A. (2024). Kajian Penurunan Tanah di Kabupaten Bekasi Akibat Eksploitasi Air Berlebihan dengan Aplikasi Geostudio dan Plaxis. Qomaruna Journal of Multidisciplinary Studies, 2(1), 42–56. https://doi.org/10.62048/qjms.v2i1.62

Issue

Section

Engineering