Comparison Between Soil Improvement Design Method of Replacement and PVD Installation for Soft Soil Embankment, Case Study: Probolinggo – Banyuwangi Toll Road Project Section 3 Sta 23+075 – 23+670
Abstract
The Probolinggo – Banyuwangi Toll Road, part of Trans Java Toll Road, is one of the strategic projects which connects the west to the east of the island of Java. On this toll road, precisely in section 3 STA 23+075 – 23+670, the toll road structure and pavement construction stands on soft ground with varying depths, with the deepest point being around 9 meters. It is concerned that the presence of soft soil which is quite deep will cause damage to the pavement, which will cause discomfort for road users if the soft soil cannot be improved properly. In this study, several alternatives are designed which will later be used as considerations for the project owner to determine the most effective method for improving soft soil at that location. The method used is subgrade replacement which will later be compared with the use of PVD along with estimated costs for each method. Apart from that, an analysis was also carried out regarding compliance with the rate of residual settlement regulations from the Director General of Highways, namely less than 2 cm per year and less than 10 cm per 10 years. From the study results, it was found that the rate of settlement of all variations of soft soil and replacement had met the Bina Marga regulations. In addition, a comparison of PVD cost requirements with replacement showed that PVD requires lower costs than replacement with a maximum time of ±5 weeks so that it can be concluded as the best alternative method.
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Alihudien, A. dan Mochtar, I. B., (2009). Usulan Perumusan Pemampatan Konsolidasi Sekunder untuk Tanah Lempung. Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
Das, B. M (1985), Alih bahasa :Noor Endah dan Indrasurya B. Mochtar. (1988). Mekanika Tanah : Prinsip – prinsip Rekayasa Geoteknik Jilid 1. Erlangga. Surabaya.
Departemen Permukiman dan Prasarana Wilayah. (2002). Panduan Geoteknik 4 Desain dan Konstruksi. Kementerian Pekerjaan Umum dan Perumahan Rakyat. Jakarta.
Dhianty, E., Mochtar, I. B, (2009). Perumusan Indeks Pemampatan Konsolidasi Sekunder untuk Tanah Lempung. Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
Kementerian Direktorat Jenderal Bina Marga. (2024). Spesifikasi Khusus Interim Pembangunan Jalan Tol Serang-Panimbang Seksi III (Cileles – Panimbang). Kementerian Pekerjaan Umum dan Perumahan Rakyat. Surabaya.
Kosasih, A., Mochtar, I. B., (1997). Pengaruh Kadar Air, Angka Pori, dan Batas Cair Tanah Lempung Terhadap Indeks Pemampatan Konsolidasi Cc dan Indeks Pengembangan Cs. Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
Manudianto, D., Endah, N. (2022). Alternatif Metode Perbaikan Tanah di Atas Tanah Organik Menggunakan Pembebanan Awal dan Tiang Vertikal pada Timbunan Jalan dengan Tinggi Bervariasi. Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
Mochtar, I. B. (2023). Modul Ajar Metode Perbaikan Tanah. Surabaya.
PT Jasamarga Probolinggo Banyuwangi. (2023). Review Rencana Teknik Akhir Proyek Pembangunan Jalan Tol Probolinggo – Banyuwangi. PT JPB. Probolinggo.
Septiandri, R. A, Mochtar, I. B., (2021). Metode Cepat untuk Menentukan Besar Pemampatan Konsolidasi (Sc) Pada Timbunan di atas Tanah Lunak dan Perencanaan Perkuatannya untuk Kondisi Dengan dan Tanpa Pemasangan Prefabricated Vertical Drain (PVD). Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
Wahyu, A. L., Mochtar, I. B., (2019). Efektifitas Vacuum Preloading dalam Menghilangkan Pemampatan Sekunder pada Proyek Pembangunan Kawasan Kota Summarecon Bandung. Tesis. Institut Teknologi Sepuluh Nopember. Surabaya.
DOI: http://dx.doi.org/10.12962/jifam.v7i0.22444
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