Evaluasi Kegagalan Dinding Penahan Tanah Pada Lereng Jalan Raya Rembangan Kabupaten Jember

Evaluation of The Failure of Retaining Walls on The Slopes of The Rembangan Road in Jember Regency

  • Ayu Dwi Lestari Program Studi S1 Teknik Sipil, Fakultas Teknik, Universitas Jember; Jl. Kalimantan No.37 Sumbersari, Jember, Indonesia
  • Paksitya Purnama Putra Jurusan Teknik Sipil, Fakultas Teknik, Universitas Jember; Jl. Kalimantan No.37 Sumbersari, Jember, Indonesia
  • Indra Nurtjahjaningtyas Jurusan Teknik Sipil, Fakultas Teknik, Universitas Jember; Jl. Kalimantan No.37 Sumbersari, Jember, Indonesia
DOI: https://doi.org/10.33558/bentang.v10i2.4414
Keywords: evaluation, retaining wall, slope, stability

Abstract

A reinforced concrete type retaining wall was built in 2017 to strengthen the slope stability of Rembangan highway, Jember Regency, Indonesia. However, in 2018 the building was damage. Until now, the cause of the failure of the retaining wall is still unknown. This study aims to evaluate the causes of the failure of retaining walls and the stability of retaining walls on the slopes of the Rembangan highway, Jember Regency. The research methodology begins with primary and secondary data collection before processing the data using conventional methods and auxiliary software. After data processing, data analysis was carried out to find conclusions about the cause of the failure of the retaining wall. Result analysis showed that the retaining walls have a low level of safety factor for rolling stability, shear stability, and bearing capacity stability. In addition, the factor of safety for the bearing capacity of the group pile foundation as a reinforcement of retaining walls also shows a smaller value than that charged. In addition, the group pile foundation can suffer a total settlement of 1.28 m.

 

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References

Apriani, D. W., & Dwicahyani, A. (2019). Prediksi Penurunan Tanah Timbunan Studi Kasus Pembangunan Rumah Susun Sewa Institut Teknologi Kalimantan. Jurnal Kajian Teknik Sipil, 4(1), 48–52.

Ardiansyah, R. R., Satibi, S., & Nugroho, S. A. (2014). Analisis Sistem Penurunan Konsolidasi Multi-Layer. Jurnal Online Mahasiswa (JOM) Bidang Teknik Dan Sains, 1(1), 1–7.

Chauhan, V. B., Murty, D. S., & Gade, V. K. (2016). Investigation of Failure of a Rigid Retaining Wall with Relief Shelves. Japanese Geotechnical Society Special Publication, January, 2492–2497. https://doi.org/10.3208/jgssp.TC302-02

Das, B. M. (2011). Principles of Foundation Engineering, SI (Seventh Ed). Cengange Learning.

Fathoni, M. A. (2019). Perencanaan Perkuatan Lereng di Area Rawan Longsor Desa Kemuning Lor Kabupaten Jember dengan Menggunakan Geotextile dan Sheet Pile. Universitas Jember.

Hakim, L., Putra, P. P., & Nurtanto, D. (2021). Perkuatan Lereng pada Sempadan Sungai Jl. Sultan Agung Kabupaten Jember dengan Dinding Penahan Tanah Kantilever. Bentang : Jurnal Teoritis Dan Terapan Bidang Rekayasa Sipil, 9(2), 115–128. https://doi.org/10.33558/bentang.v9i2.2864

Khuzaifah, E. (2019). Studi tentang Dinding Penahan ( Retaining Wall ). Jurnal Swara Patra, 9(1), 7–18.

Sainudin, M. I. (2021). Analisis Stabilitas Dinding Penahan Tanah Laboratorium Terpadu Institut Teknologi Kalimantan. Institut Teknologi Kalimantan.

Wahyuningtyas, E. (2006). Pemetaan Daerah Rawan Longsor Berdasarkan Data Resistivitas 2-D dan GPS (Studi Kasus di Desa Kemuning Lor Kecamatan Arjasa Kabupaten Jember). Universitas Jember.

Zahera, N., Mochtar, I. B., & Satrya, T. R. (2021). Pemecahan Masalah Stabilitas Abutment dan Oprit Jembatan di Atas Tanah Lunak Menggunakan Relieving Platform. Jurnal Aplikasi Teknik Sipil, 19(3), 311–322. https://doi.org/10.12962/j2579-891x.v19i3.9510
Published
2022-07-11
Issue
Vol 10 No 2 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Juli 2022)
Section
Articles