PENDAMPINGAN DALAM ANALISIS PENANGANAN KELONGSORAN PADA TANAH EKSPANSIF MENGGUNAKAN SOFTWARE GEOSTUDIO
DOI:
https://doi.org/10.31764/jmm.v7i5.16611Keywords:
Geostudios, Slope, Landslide, Modeling, Expansive Soil.Abstract
Abstrak: Lumbung Sukodono yang terletak di Desa Sukodono, Kecamatan Panceng, Kabupaten Gresik, Provinsi Jawa Timur mengalami kelongsoran sehingga tidak berfungsi secara maksimal. Sejak tahun 2021, pihak Balai Besar Wilayah Sungai (BBWS) Bengawan Solo, yang bertanggungjawab dalam pengelolaan sumber daya air di wilayah Sukodono, telah berupaya melakukan berbagai macam perbaikan untuk menanggulangi masalah kelongsoran di Lumbung Sukodono namun hingga saat ini, kelongsoran masih terus terjadi. Penggunaan GeoStudio sebagai perangkat lunak analisis geoteknik adalah langkah yang tepat untuk meningkatkan efektivitas dan kehandalan penanganan kelongsoran. Program pendampingan penggunaan software Geostudio oleh tim pengabdian masyarakat diharapkan bisa membantu mitra BBWS Bengawan Solo dalam mengidentifikasi dan menganalisis potensi kelongsoran akibat tanah ekspansif di Lumbung Sukodono dengan lebih akurat. Pendampingan dilakukan pada 3 orang staf teknik dan 3 orang staf lapangan dari Balai Besar Wilayah Sungai (BBWS) Bengawan Solo. Dari hasil observasi, kegiatan ini secara efektif meningkatkan pemahaman mengenai perilaku tanah ekspansif dan cara pemodelannya menggunakan Geostudio terhadap seluruh peserta kegiatan pendampingan. Hal ini ditunjukkan dengan tingkat kesalahan pada saat pemodelan kurang dari 10%.
Abstract: Slope instability induced Lumbung Sukodono, which is located in Sukodono Village, Panceng District, Gresik Regency, East Java Province, to operate not as efficiently. Since 2021, the Balai Besar Wilayah Sungai (BBWS) Bengawan Solo, responsible for water resource management in the Sukodono area, has been making various efforts to address the slope instability issue at Lumbung Sukodono. However, the slope instability persists. The use of GeoStudio as a geotechnical analysis software is a suitable step to enhance the effectiveness and reliability of slope instability management. A community engagement program, involving 3 technical staff and 3 field staff, was conducted to assist BBWS Bengawan Solo in identifying and analyzing potential slope instability due to expansive soils at Lumbung Sukodono more accurately. Observations revealed that the program effectively improved participants' understanding of expansive soil behavior and its modeling using GeoStudio, with modeling errors being less than 10%.
References
Adriyati, M., Dananjaya, R. H., & Surjandari, N. S. (2017). Analisis Stabilitas Lereng Menggunakan Sofware Geo Studio 2007 Dengan Variasi Kemiringan (Studi Kasus: Bukit Ganoman Kab Karanganyar). Matriks Teknik Sipil, 5(1), 97–102.
Ahmad, R., Mardhanie, A. B., Suroso, P., Sutarto, T. E., & Alfajri, R. (2020). Effect of groundwater table on slope stability and design of retaining wall. Journal of Physics: Conference Series PAPER, 1500(1), 012072. https://doi.org/10.1088/1742-6596/1500/1/012072
Aryanto, M., & Amalia, K. R. (2021). Stabilisasi Tanah Lempung Ekspansif Menggunakan Kapur Tohor. Jurnal Talenta Sipil, 4(1), 38–43. https://doi.org/10.33087/talentasipil.v4i1.47
Cheng, Y., Xu, Y., Wang, L., & Wang, L. (2022). Stability of expansive soil slopes reinforced with anchor cables based on rotational-translational mechanisms. Computers and Geotechnics, 146(January), 104747. https://doi.org/10.1016/j.compgeo.2022.104747
Dai, Z., Guo, J., Luo, H., & Li, J. (2020). Strength Characteristics and Slope Stability Analysis of Expansive Soil with Filled Fissures on a slope. Applied Sciences, 10(13), 4616.
Indrawati, E., Asih, R., Soemitro, A., & Permadi, N. (2022). Pengaruh Perkuatan Grouting Terhadap Beban Maksimum Yang Dapat Diterima Tanah Dasar Pada Ruas Jalan Lamongan - Gresik. Jurnal Manajemen Aset Infrastruktur & Fasilitas, 6, 53–66. https://doi.org/http://dx.doi.org/10.12962/j26151847.v6i0.12079
Malik, M. K., & Karim, I. R. (2020). Seepage and Slope Stability Analysis of Haditha Dam using Geo-Studio Software. IOP Conference Series: Materials Science and Engineering, 928(2), 022074. https://doi.org/10.1088/1757-899X/928/2/022074
Maulana, G., & Hamdhan, N. H. (2016). Stabilisasi Tanah Lempung Ekspansif Menggunakan Campuran Renolith dan Kapur. RekaRacana: Jurnal Teknik Sipil, 2(4), 11–21.
Murdohardono, D., & Tobing, T. M. (1993). Peta Geologi Teknik Lembar Tuban, Jawa Timur. Jakarta: Direktorat Geologi Tata Lingkungan.
Muzakki, A., Setiawan, B., & Surjandari, N. S. (2018). Stabilisasi tanah ekspansif menggunakan kolom garam dengan pengaliran samping. Matriks Teknik Sipil, 6(1), 189–194. https://doi.org/https://doi.org/10.20961/mateksi.v6i1.36611
Qi, S., & Vanapalli, S. K. (2016). Computers and Geotechnics Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope. Computers and Geotechnics, 76, 154–169. https://doi.org/10.1016/j.compgeo.2016.02.018
Umum, D. P. (2005). Pedoman Penanganan Tanah Ekspansif untuk Kontruksi Jalan. Jakarta: Departemen Pekerjaan Umum.
Woods, A., Cashin, A., & Horstmanshof, L. (2022). The social construction of nurse educator professional identities : Exploring the impact of a community of practice through participatory action research. Journal of Advanced Nursing, 78(February), 2522–2536. https://doi.org/10.1111/jan.15200
Zhang, R., Long, M., Lan, T., Zheng, J., & Geoff, C. (2020). Stability analysis method of geogrid reinforced expansive soil slopes and its engineering application. Journal of Cntral South University, 27(7), 196–1980.
Downloads
Published
Issue
Section
License
Authors who publish articles in JMM (Jurnal Masyarakat Mandiri) agree to the following terms:
- Authors retain copyright of the article and grant the journal right of first publication with the work simultaneously licensed under a CC-BY-SA or The Creative Commons Attribution–ShareAlike License.
- 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).