Analisis Kestabilan Lereng dan Penanganan Longsor Area Puncak Pass Cianjur STA 20+650, Jawa Barat Menggunakan Program Plaxis

Authors

  • Xbal Meiprastyo Universitas Jenderal Achmad Yani
  • Rono IS Rono Hadinagoro Universitas Jenderal Achmad Yani
  • Andhika Mahdi Arifi Universitas Jenderal Achmad Yani
  • Rizal Zulfikar Universitas Jenderal Achmad Yani

DOI:

https://doi.org/10.26874/jt.vol19no02.152

Keywords:

Puncak Pass, Landslide, Handling

Abstract

Puncak Pass STA. 20+650, it’s a hills area with land use change condition but there’s no different or change topography. The main causes landslide in Puncak Pass. There’s assessment like building and street in the top of slope that causes a bigger landslide it even hapen twice. There’s a lot of causes impact like break the highway and collapsed building. This study task is about handling the landslide with such condition finite element method analysys and plaxis program for analysys the deformation geotechnic stabilition in analysys handing landslide. There’s a secure system on the analysys results (Msf) 1,112. The results of analysys of ten safety factors with gabion dan pile combination 1,845 in normal condition, if there’s earthquake the safety factor will touch 1,244. Recommendations for a landslide in Pucak Pass area is combinations of gabion and pile that meets the design criteria.

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Author Biographies

Xbal Meiprastyo, Universitas Jenderal Achmad Yani

Teknik Sipil

Rono IS Rono Hadinagoro, Universitas Jenderal Achmad Yani

Teknik Sipil

Andhika Mahdi Arifi, Universitas Jenderal Achmad Yani

Teknik Sipil

Rizal Zulfikar, Universitas Jenderal Achmad Yani

Teknik Sipil

References

Badan Standarisasi Nasional. (2017). Persyaratan Perancangan Geoteknik SNI 8460.

Brinkgreve, R. B. J., Kumarswamy, S., Swolfs, W. M., Zampich, L., & Manoj, N. R. (2019). Plaxis 2019.

Das, B. M., Endah, N., & Mochtar, I. B. (1995). Mekanika Tanah Jilid 1 (Prinsip-prinsip Rekayasa Geoteknis). Erlangga.

Hardiyatmo H.C. (2010). Mekanika Tanah 2. Gadjah Mada University Press.

Himawan, E., S, K. W., Sipil, D. T., Teknik, F., Diponegoro, U., Tengah, J., Longsoran, P., & Pile, B. (2017). Penanganan Longsoran Bendan Dengan Bored Pile. 6, 103–113.

Karlina, I. I. (2016). Analisis Tingkat Kerawanan Longsor Pada Sebagian Jalan Kelas Iiic Di Sub-Das Gesing, Kabupaten Purworejo, Jawa Tengah. Jurnal Riset Kebencanaan Indonesia. https://doi.org/10.13140/RG.2.2.15247.38565

Kementerian Energi dan Sumber Daya. (2011). Laporan Tahunan Badan Geologi.

Sugianti, K., Mulyadi, D., & Sarah, D. (2014). Klasifikasi Tingkat Kerentanan Gerakan Tanah Daerah Sumedang Selatan Menggunakan Metode Storie. Jurnal RISET Geologi Dan Pertambangan. https://doi.org/10.14203/risetgeotam2014.v24.86

Suryajaya, E., & Suhendra, A. (2019). Analisis Mitigasi Bencana Tanah Longsor Dan Metode Pengendaliannya (Studi Kasus Proyek Jalan Di Jambi). JMTS: Jurnal Mitra Teknik Sipil. https://doi.org/10.24912/jmts.v2i4.6189

Additional Files

Published

2020-12-31