PERENCANAAN SHOULDER PILE PENAHAN LONGSORAN DI LOKASI A1-P1 JEMBATAN PENGGARON (STUDI KASUS PROYEK PEMELIHARAAN JEMBATAN PENGGARON TAHUN 2019-2020)

Idham Kholik

Abstract


A bridge is one of the constructions that functions to connect two parts of the road that were cut off due to obstacles such as deep valleys, rivers, railroads, roads that cross not a level and others. So in the construction of a bridge, calculations and attention to other aspects such as nature and the surrounding environment are needed which can affect the stability of the bridge itself. One of the things that can disturb the balance of the bridge is landslides. Handling of landslide hazards is also carried out at the Penggaron bridge which is located on the Trans Jawajalur Semarang - Solo toll road Km 427 + 400 - 427 + 800 with a length of 400, one of which is by making a Shoulder Pile to withstand landslides as well as analyzing the environmental impacts (natural consequences) that occur by looking at and analyzing data from the bore log.

Keywords: Bridge, Toll Road, Shoulder Pile, Landslide

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References


Muhammad Aditya Pratama Hendri. 2019, Jurnal Analisis dan Perencanaan Pondasi Tiang Bore Pile Pada Jembatan Jalur Ganda Kereta Api Way Pangubuan Lampung Tengah : Lampung.

Jusi, Ulfa. 2015, Analisa Kuat Dukung Podasi Bire Pile Berdasarkan Data Pengujian Lapangan (Cone dan N-Standard Penetration Test) : Sekolah Tinggi Teknologi Pekanbaru.

2015, Pedoman Perancangan Pilar Langsing Beton Bertulang Untuk Jembatan : Kementrian PUPR.

2006, Modul SIB-02 : Membaca Data Geoteknik : Departemen Pekerjaan Umum.

Nurul Fadillah, Ully, 2018. Analisis Daya Dukung Pondasi Bore Pile Berdasarkan Data N-SPT Menurut Rumus REESE & WRIGHTdan Penurunan. Universitas Persada Indonesia.

Hekmatyar, Izzet, 2017. Analisa Perilaku Daya Dukung Tiang Tunggal Dengan Rumus Statik Dan Model Fisik Pada Tanah Pasir. Universitas Diponegoro.

Muhrozi, Eric Hermawan, 2017. Penanganan Longsoran Bendan Dengan Bore Pile. Universitas Diponegoro.




DOI: https://doi.org/10.61689/jti.v1i2.202

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