Potential for Liquefaction After The 2018 Pasigala Earthquake Due to Changes in Hydraulic Conductivity Characteristics and Soil Properties in the Gumbasa Irrigation Rice Field Area
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On September 28, 2018, an earthquake shook Palu-Sigi-Donggala (Pasigala), resulting in the destruction of several buildings. Another disaster that came at that time was like liquefaction. Liquefaction itself is a process in which non-cohesive materials from solid properties turn into liquid properties due to increased air pressure and pore water in the soil. In the rice field area, liquefaction occurs, so this study aims to determine the potential for liquefaction in the rice field area and to find out how the infiltration of soil after the earthquake is caused by changes in soil characteristics after the earthquake.
For this study, the researcher used a liquefaction potential analysis method based on soil grains and liquefaction safety factors and for hydraulic conductivity using the horton method. From the results of field and laboratory research that has been carried out, the results of this study show that in Petobo and Jono-Oge villages, Sibowo and Sidondo villages and Sidera villages have the lowest change in conductivity values so that in laboratory tests it was found that in the area of the two villages there is a type of clay soil and when the liquefaction potential in the village is analyzed it is stated that there is no liquefaction potential due to the soil density in the village Included in the dense category. Then in the village of Pandere-West Sibalaya and Maranata village has a high hydraulic conductivity value and when laboratory testing is carried out it is identified that the soil type of the two villages is sandy soil, then when the liquefaction potential analysis is carried out the two soils have the potential for liquefaction and the density of the soil is not solid..
Alfaqikh, M. F., & Zayadi, R. (2022, August). Analisis potensi likuifaksi berdasarkan data SPT dan CPT (Studi kasus: Binjeita, Sulawesi Utara). Prosiding Seminar Intelektual Muda, 3(2), 82–87.
Ambarwati, I. W., Feranie, S., & Tohari, A. (2020). Analisis potensi likuifaksi di wilayah Cekungan Bandung dengan menggunakan metode uji penetrasi konus. Riset Geologi dan Pertambangan, 30(1), 21–37.
Azizah, H., Fatnanta, F., & Yusa, M. (2020). Analisis potensi likuifaksi menggunakan data CPT (Cone Penetration Test) di Teluk Bintuni, Papua Barat. Jurnal Teknologi dan Rekayasa Sipil, 1(2), 44–53.
Belkhatir, M., Schanz, T., & Arab, A. (2013). Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures. Environmental Earth Sciences, 70, 2469–2479.
Boulanger, R. W., & Idriss, I. M. (2014). CPT and SPT-based liquefaction triggering procedures. Earthquake Engineering Research Center, University of California.
Casagrande, A. (1948). Classification and identification of soils. Transactions of the American Society of Civil Engineers, 113(1), 901–930.
Das, B. M. (1988). Mekanika tanah. Erlangga.
Das, B. M. (1993). Principles of soil dynamics. PWS-KENT Publishing Company.
Das, B. M. (2010). Principles of geotechnical engineering (7th ed.). Cengage Learning.
Das, B. M., Shin, E. C., Shin, B. W., Lee, B. J., & Jung, K. T. (1995). Dynamic loading induced settlement of strip foundation on geogrid-reinforced clay.
David, M., Fauzi, M., & Sandhyavitri, A. (2016). Analisis laju infiltrasi pada tutupan lahan perkebunan dan hutan tanam industri (HTI) di Daerah Aliran Sungai (DAS) Siak (Skripsi). Universitas Riau.
Day, R. W. (2023). Geotechnical earthquake engineering handbook (2nd ed.). McGraw-Hill. https://doi.org/10.1201/b16200-141
Dermana, I. (2007). Perancangan dimensi sumur resapan air hujan untuk bangunan rumah tinggal di Dusun Topan, Riau.
Fahriana, N., Ismida, Y., Lydia, E. N., & Ariesta, H. (2019). Analisis klasifikasi tanah dengan metode USCS (Meurandeh, Kota Langsa). JURUTERA: Jurnal Umum Teknik Terapan, 6(2), 5–13.
Hakam, A. (2020). Analisis praktis potensi likuifaksi. Andalas University Press.
Hardiyatmo, H. C. (2002). Mekanika tanah I (Edisi ke-3). Gadjah Mada University Press.
Heidarzadeh, M., Muhari, A., & Wijanarto, A. B. (2019). Insights on the source of the 28 September 2018 Sulawesi tsunami, Indonesia based on spectral analyses and numerical simulations. Pure and Applied Geophysics, 176, 25–43.
Horton, R. E. (1940). An approach toward a physical interpretation of infiltration capacity. Soil Science Society of America Proceedings, 5, 399–417.
Maulana, A. D., & Prasetyo, D. A. (2019). Analisa matematis pada koreksi Bouguer dan koreksi medan data gravitasi satelit Topex dan penerapan dalam geohazard (Studi kasus: Sesar Palu Koro, Sulawesi Tengah). Jurnal Geosaintek, 5(3), 91–100.
Philip, J. R. (1969). Theory of infiltration. In Advances in Hydroscience (Vol. 5, pp. 215–296). Elsevier.
Pratama, R. J. A., & Wicaksono, L. A. (2022). Analysis of the liquefaction potential of Palu City using qualitative and quantitative methods. Jurnal Teknik Sipil, 18(1), 140–151.
Seed, H. B., & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations Division, 97(9), 1249–1273.
Seed, H. B., & Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes. Earthquake Engineering Research Institute.
Seed, R. B., Cetin, K. O., Moss, R. E. S., Kammerer, A. M., Wu, J., Pestana, J. M., & Riemer, M. F. (2001). Recent advances in soil liquefaction engineering and seismic site response evaluation.
SNI 7752:2012. (2012). Tata cara pengukuran laju infiltrasi di lapangan menggunakan infiltrometer cincin ganda dengan cincin dalam tertutup. Badan Standardisasi Nasional.
Soedarmo, D., & Purnomo, E. (2013). Mekanika tanah (Jilid 1). Kanisius.
Salsabila, A., & Nugraheni, I. L. (2020). Pengantar hidrologi.
Terzaghi, K., Peck, R. B., & Mesri, G. (1976). Soil mechanics in engineering practice. John Wiley & Sons.
Tijow, K. C., et al. (2018). Analisis potensi likuifaksi tanah berdasarkan data Standard Penetration Test (SPT) (Studi kasus: Dermaga Bitung, Sulawesi Utara). Jurnal Sipil Statik, 6(7), 491–500.
Tokimatsu, K., & Yoshimi, Y. (1983). Empirical correlation of soil liquefaction based on SPT N-value and fines content. Soils and Foundations, 23(4), 56–74.
Tondi, K. M. (2019). Deskripsi dampak gempa bumi dan likuifaksi terhadap petani di Desa Jono Oge Kabupaten Sigi Provinsi Sulawesi Tengah. Agroland: Jurnal Ilmu-ilmu Pertanian, 26(2), 148–157.
Tsuchida, H. (1970). Prediction and countermeasure against liquefaction in sand deposits. Port and Harbor Research Institute Seminar Abstracts, 31–333.
Whitman, R. V. (1971). Resistance of soil to liquefaction and settlement.
Youd, T. L., & Idriss, I. M. (2001). Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops. Journal of Geotechnical and Geoenvironmental Engineering, 127(4), 297–313. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(297)
Yunagardasari, C., Paloloang, A. K., & Monde, A. (2017). Model infiltrasi pada berbagai penggunaan lahan di Desa Tulo, Kecamatan Dolo, Kabupaten Sigi. Agrotekbis: Jurnal Ilmu Pertanian, 5(3), 315–323.
