SLOPE STABILITY ANALYSIS ON AHMAD YANI STREET NO. 49, SORONG CITY USING ROCSLIDE SOFTWARE
Keywords:
lope Stability, Safety Factor, Rocscience Slide, Fellenius MethodAbstract
Vihara Budha Jayanti which is one of the natural attractions and is also a place of worship of Buddhists in the city of sorong which is geographically located on hills that have the potential for landslides because the slope of the area is included in the steep category with a slope angle of 51°. The purpose of this study was to evaluate the slope stability of the most potential landslide areas in the area. Slope stability analysis was done manually or using Rocslide software with Fellenius method as a comparison to determine the lowest safety factor in critical collapse areas. In this analysis, input data of soil parameters from the laboratory, such as the weight of the soil, cohesion and the angle of friction are needed. Based on the results of the analysis obtained safety factor (SF) slopes in saturated conditions using Rocslide software of 0,85 (SF < 1,25) and manual calculation of 0,60 (SF < 1,25). From these two calculations it can be concluded that unstable slopes or landslides are common because the value of the safety factor (FS) < 1,25.
References
Em, A. A. R., Bachman, L., Chick, K., Curtis, D., Peirce, B. N., Askey, D., Rubin, J., Egnatoff, D. W. J., Uhl Chamot, A., El‐Dinary, P. B., Scott, J.; Marshall, G., Prensky, M., … Santa, U. F. De. (2016). Analisis Lahan Parkir Pasar Remu Sorong, Papua Barat.Title. Revista Brasileira de Linguística Aplicada,5(1),1689–1699. https://revistas.ufrj.br/index.php/rce/article/download/1659/1508%0Ahttp://hipatiapress.com/hpjournals/index.php/qre/article/view/1348%5Cnhttp://www.tandfonline.com/doi/abs/10.1080/09500799708666915%5Cnhttps://mckinseyonsociety.com/downloads/reports/Educa
Craig, R. F., & Susilo, B. (1989). Mekanika Tanah, edisi IV. 16, 19, 109,110, 171, 174, 176. https://labmekanikatanah.files.wordpress.com/2013/07/mekanika-tanah-r-f-craig.pdf
Das, B. M. (1995). Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknik. Penerbit Erlangga, 1–300.
Dendo, E. A., Allo, E. L., & Irwanto, I. (2020). Studi Perkuatan Lereng Terhadap Kelongsoran Pada Ruas Jalan Tamba Narang. Journal Dynamic Saint, 5(1), 898–905. https://doi.org/10.47178/dynamicsaint.v5i1.958
Elsa Dwi Lestari. (2024). Atmosfer Toleransi di Vihara Budha Jayanti. IndonesiaKaya. https://indonesiakaya.com/pustaka-indonesia/atmosfer-toleransi-di-vihara-budha-jayanti/
Endayanti, M., Napitupulu, J., & ... (2020). … Zeolite Untuk Stabilisasi Lereng Kritis Di Dolok Sanggul Pakkat Pada Sta 32+ 000 Dengan Menggunakan Pemodelan Plaxis (Study …. … Ilmiah Teknik Sipil, 83–90. https://ejurnal.darmaagung.ac.id/index.php/tekniksipil/article/view/1146%0Ahttps://ejurnal.darmaagung.ac.id/index.php/tekniksipil/article/download/1146/978
Enim, T. (2022). No Title. 6(4).
Erwin, R. A., & Dianto, W. (2016). APLIKASI SLIDE SOFTWARE UNTUK MENGANALISIS DAERAH GUNUNG SUDO KABUPATEN GUNUNGKIDUL. XI(November).
Fauziek, M., & Suhendra, A. (2018). Efek Dari Dynamic Compaction (Dc) Terhadap Peningkatan Kuat Geser Tanah. JMTS: Jurnal Mitra Teknik Sipil, 1(2), 205. https://doi.org/10.24912/jmts.v1i2.2681
Gabriella, V., Pangemanan, M., Turangan, A. E., & Sompie, O. B. A. (2014). ANALISIS KESTABILAN LERENG DENGAN METODE FELLENIUS ( Studi Kasus : Kawasan Citraland ). 2(1).
Geologi, F. T., & Padjadjaran, U. (n.d.). CILETUH. 543.
Gouw, I., Liong, T., Eng, M., Juven, D., & Herman, G. (n.d.). LIMIT EQUILIBRIUM vs FINITE ELEMENT METHOD.
Gustiana Rusli. (2020). Unikom_Skripsi-Bab Ii. 1–36.
H Santoso, H. W. (2019). Analisis Tanah Lempung Ekspansif Pamekasan Menggunakan Bahan Stabilisasi Abu Jerami. Skripsi, UNIVERSITAS 17 AGUSTUS 1945., 22–52.
Hardiyatmo, H. C. (2002a). Craig & Susilo (1989 : 72). Gadjah Mada University Press, 1.
Hardiyatmo, H. C. (2002b). Mekanika Tanah II. Gadjah Mada University Press, 91(5), 1–398.
Haribulan, R., Universitas, K., Ratulangi, S., Pengajar, S., Arsitektur, J., Sam, U., Manado, R., Utara, K. T., & Geografis, S. I. (2019). ISSN 2442-3262 KAJIAN KERENTANAN FISIK BENCANA LONGSOR DI KECAMATAN TOMOHON UTARA Jurnal Perencanaan Wilayah dan Kota Jurnal Perencanaan Wilayah dan Kota. 6(3), 714–724.
Haryadi, D., Studi, P., & Sipil, T. (2017). TINJAUAN PUSTAKA Tanah Lereng Longsoran. 12(1), 37–44.
Kasus, S., Jalan, R., Sulawesi, T., Lelema, D., Tumpaan, K., Pesak, D. R., Mandagi, A. T., & Riogilang, H. (2022). Analisis Kestabilan Lereng Dengan Metode Fellenius Menggunakan Software Slide 6 . 0. 20.
Na, D. E. C., & Hipertensiva, C. (n.d.). Perencanaan Jembatan Klawani Dengan Struktur Baja Menggunakan Software SAP2000. Title. 1–8.
Naryanto, H. S., Soewandita, H., Ganesha, D., Prawiradisastra, F., & Kristijono, A. (2019). Analisis Penyebab Kejadian dan Evaluasi Bencana Tanah Longsor di Desa Banaran, Kecamatan Pulung, Kabupaten Ponorogo, Provinsi Jawa Timur Tanggal 1 April 2017. Jurnal Ilmu Lingkungan, 17(2), 272. https://doi.org/10.14710/jil.17.2.272-282
Pangemanan, V.G.M., Turangan, A. E. dan S., & O.B.A. (2014). Analisis kestabilan lereng dengan metode Fellenius (Studi Kasus: Kawasan Citraland). Jurnal Sipil Statik, 2(1), 37-46.
Pradhana, R., & Abdurrozak, M. R. (n.d.). ( STUDI KASUS : BANTARAN SUNGAI CODE , KECAMATAN JETIS , DAERAH ISTIMEWA YOGYAKARTA ).
Rahmadini, R., & Tirtakhalisha, T. . (2022). Analisa Stabilitas Tanah Lereng dengan Perkuatan Sheet Pile Menggunakan Plaxis V.8 dan Metode Fellenius (Studi Kasus: Gedung Gandhi Memorial Intercontinetal School, Semarang, Jawa Tengah).
Saputra, A. (2022). EVALUASI STRUKTUR PERKERASAN LENTUR JALAN DI ATAS TANAH RAWAN LONGSOR (STUDI KASUS: RUAS JALAN SORONG – MAKBON STA 17+125 – STA 17+408).
Setyanto, Zakaria, A., & Permana, G. . (2016). Analisis Stabilitas Lereng dan Penanganan Longsoran Menggunakan Metode Elemen Hingga Plaxis V.8.2 (Studi Kasus : Ruas Jalan Liwa-Simpang Gunung Kemala STA.263+650). Rekayasa, 20(2), 120–138.
Sipil, D. T., Teknik, F., Sipil, D. T., & Teknik, F. (n.d.). PERBANDINGAN ANTARA METODE LIMIT EQUILIBRIUM DAN METODE FINITE Fs . 1–11.
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.