ADDITIONAL MENU.png)
Pengaruh Geotekstil Terhadap Stabilitas Timbunan Jalan
Abstract
Infrastructure development, especially roads are closely related to geotechnical activities. The difference of contours at construction site forces embankment and excavation work. Embankment is an interesting thing to study more deeply because embankments have characteristics such as slopes that have safety factor and must be handled specifically. Geotextiles as an alternative to handling embankment stability are populary used for embankment construction. Many types of geotextile need to calculate and analyze in determining the type of geotextile that are suitable to the characteristics of the subgrade and embankment construction. Embankment stability analysis in this study was calculated using PLAXIS version 8.2 software and Mohr-Coulomb method as basic for calculation. Base on the result of this studie, use of geotextiles, whether woven, non-woven or geogrid, can increase the safety factor and accelerate consolidation time. There will be secondary consolidation consequence of the plastic adjustment of soil grains and geotextiles. The ideal of stress percentage for geotextile to be suitable for use is 56.957% - 37.194%.Â
Keywords
Full Text:
PDFReferences
Badan Standarisasi Nasional Indonesia, 2017, Tentang Perencanaan Perancangan Geoteknik (SNI 8460:2017), BSNI, Jakarta.
Braja M, Das, and Nagaratnam Sivakugan. 2017. Fundamentals of Geotechnical Engineering : Fifth Edition. Cengange Learning: Stamford.
Departemen Pekerjaan Umum, 2009. PEDOMAN: Perencanaan dan Pelaksanaan Perkuatan Tanah dengan Geosintetik (No.003/BM/2009), Departemen Pekerjaan Umum, Direktorat Jenderal Bina Teknik, Direktorat Bina Teknik, Jakarta
E.M. Da Silva, dkk. 2017. The Effect of Geotextile Reinforcement and Prefabricated Vertical Drain on The Stability and Settlement of Embankments. Faro, Portugal: Geotextiles and Geomembranes An official Journal Of The International Geosynthetics Society, Nomor 2 Volume 45, Hal 447-461.
Fahriani, Ferra. 2016. Analisis Pengaruh Ketinggian Timbunan Terhadap Kestabilan Lereng. Bangka Belitung: Jurnal Fropil, Nomor 1 Volume 4 – Januari s.d Juni 2016, Hal 39-48.
Fahriani, Ferra. 2016. Analisis Stabilitas Tanah Timbunan dengan Perkuatan Sabut. Bangka Belitung: Jurnal Fropil, Nomor 2 Volume 4 – Juli s.d Desember 2016, Hal 115-125.
Filho, Joao Alexandra Paschoalin, dkk. 2013. Study of The Behavior of A Reinforced Embankment Supported On Alluvial Soft Soil. Sao Paulo, Brazil: Acta Scientiarum Technology, Nomor 4 Volume 35 – Oktober 2013, Hal: 661-668.
Gazali, Akhmad. 2019. Analisis Penanggulangan Longsoran pada Tepi Timbunan Jalan Menggunakan Perkuatan Dinding Turap Galam di Daerah Rawa Kabupaten Barito Kuala. Banjarmasin. Seminar Nasional Tahunan VI Program Studi Magister Teknik Sipil ULM, Oktober 2019, Hal: 119 – 128.
Hardiyatmo, Hary Cristady. 2013. Geosintetik untuk Rekayasa Jalan Raya, Perancangan dan Aplikasi. Yogyakarta: Gadjah Mada University Press.
Hardiyatmo, Hary Cristady. 2014. Analisis dan Perancangan Fondasi I. Yogyakarta: Gadjah Mada University Press.
Hardiyatmo, Hary Cristady. 2015. Analisis dan Perancangan Fondasi II. Yogyakarta: Gadjah Mada University Press.
Jigisha, M. Vashi, dkk. 2013. Analysis of Geotextile Reinforced Embankment on Difficult Subsoil Condition. Gujarat,India :International Journal of Scientific & Engineering, Volume 4 Issue 5 – Mei 2013, Hal 41-44.
Nawir, Hasbullah, dkk. 2012. Prediksi Penurunan Tanah Menggunakan Prosedur Observasi Asaoka Studi Kasus: Timbunan di Bontang, Kalimantan Timur. Bandung: Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil, Nomor 2 Volume 19 – Agustus 2012, Hal 133-148.
Suryadi, Muhamad Lukiyana, dkk. 2015. Analisis Stabilitas Pada Tanah Timbunan Dengan Perkuatan Geotekstil Dikombinasikan Dengan Dinding Penahan Tanah Di Ruas Jalan Tol Cisumdawu. Bandung: Jurnal Online Institut Teknologi Nasional, Nomor 10 Volume 20 – Juli 2015, Hal: 1-12.
Uyun, Nurul Nisaqolifatul, dkk. 2017. Analisa Stabilitas Timbunan Jalan Berdasarkan Instrumen Geoteknik pada Proyek Pembangunan Relokasi Jalan Tol Surabaya-Gempol, Paket 3A STA 40+950 – 42+200: Ruas Porong – Gempol. Surabaya: Jurnal Teknik ITS, Nomor 2 Volume 6- 2017, Hal: 262-266.
Wicaksono, Aditya Daniar, dkk. 2017. Perencanaan Perbaikan Tanah Dasar dan Perkuatan Stabilitas Timbunan Jalan Tol Pasuruan-Grati STA 30+100 s.d STA 31+500. Surabaya: Jurnal Teknik ITS, Nomor 2 Volume 6- 2017, Hal: 72-75.
Wahyu M, Raden Indra, dkk. 2016. Pemodelan Vertical Drain Dengan Menggunakan Model Elemen Hingga Pada Analisis Konsolidasi Di Bendungan Marangkayu Kalimantan Timur. Bandung: Jurnal Online Institut Teknologi Nasional, Nomor 3 Volume 2- September 2016.
DOI: https://doi.org/10.35334/be.v1i1.2484
Copyright (c) 2022 Helmi Januar Hamzah, Sri Wulandari
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Published By : Civil Engineering Department, Faculty of Engineering, University of Borneo Tarakan Jl. Amal Lama No 1, Tarakan 77115, Indonesia |
All publications by Borneo Engineering: Jurnal Teknik Sipil are licensed under a |
Borneo Engineering Indexed By:
