KAJIAN GEOMETRIK JALAN DAN KELONGSORAN TANAH PADA KAWASAN BERBUKIT

Andre wahyu rudiantoro, Andre (2023) KAJIAN GEOMETRIK JALAN DAN KELONGSORAN TANAH PADA KAWASAN BERBUKIT. Undergraduate thesis, Universitas Muhammadiyah Jember.

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Abstract

KAJIAN GEOMETRIK JALAN DAN KELONGSORAN
TANAH PADA JALAN KAWASAN BERBUKIT
Geometric Study of Roads and Landslides Land on a hilly area road

Andre Wahyu Rudiantoro(1), Adhitya Surya Manggala(2), Arief Alihudien(3)
1Mahasiswa Program Studi Teknik Sipil Fakultas Teknik, Universitas Muhammadiyah Jember
Email : andrewahyu163@gmail.com
2Dosen Fakultas Teknik, Universitas Muhammadiyah Jember
Email : m4ngg4la@gmail.com
3Dosen Fakultas Teknik, Universitas Muhammadiyah Jember
Email : ariefalihudien@unmuhjember.ac.id

Abstrak
Sarana yang digunakan dalam kehidupan sehari – hari manusia semakin lama semakin berkembang dan meningkat. Salah satunya yaitu perkembangan pada jalan raya yang berupa jenis kendaraan. Topik Penelitian yang dilakukan adalah “Kajian Geometrik Jalan Dan Kelongsoran Tanah Pada Jalan Kawasan Berbukit”. Pada Alinyamen horisontal Pada ketiga lokasi penelitian ditemukan perbedaan panjang lengkungan Lokasi I LC lapangan = 37,18 m dan LC analisa = 21,011 m maka selisih panjang LC = 16,169 m, Lokasi II LC lapangan = 26,3 m dan LC analisa = 48,064 m maka selisih panjang LC = 21,746 m, Lokasi III LC lapangan = 28,84 m dan LC analisa = 108,435 m maka selisih panjang LC = 79,595 meter. Dan pada Alinyamen vertikal pada lokasi I penelitian diperlukan Fill/urukan (eksternal vertical/EV), Lokasi I = Fill/urukan = 1,526 m. Volume Kendaraan atau LHR dalam perencanaan usia sekarang dan 5 tahun mendatang adalah = 309,76 smp, dan Perhitungan kapasitas jalan (DS) pada ruas jalan puncak rembangan, DS = 0.12 berarti tergolong dalam kriteria A. Kondisi karakter tanah berdasarkan test di laboratorium ternyata tanah pada lokasi penelitian termasuk tanah lempung yang memiliki kohesi = 0.4 gr/cm3 dengan berat volume tanah = 1.56 gr/cm3 dan sudut geser = 49,14°. nilai faktor keamanan (FS) lebih dari 1,5 yaitu = 5,88 sehingga tanah pada lokasi penelitian tersebut dikatakan stabil.
Keywords: Analisis data, jalan, geometrik, kelongsoran tanah.

Abstract
The facilities used in human daily life are increasingly developing and increasing. One of them is the development of the highway in the form of a type of vehicle.The topic of the research carried out was "Study of Geometric Roads and Soil Landslides on Hilly Roads". In the horizontal alignment, the three research locations found differences in the length of the arch. Location I LC field = 37.18 m and LC analysis = 21.011 m, so the difference in LC length = 16.169 m, Location II LC field = 26.3 m and LC analysis = 48,064 m. the difference in length of LC = 21.746 m, Location III LC field = 28.84 m and LC analysis = 108.435 m then the difference in length of LC = 79.595 meters. And the vertical alignment at location I of the study required Fill/backfill (external vertical/EV), Location I = Fill/backfill = 1,526 m. Vehicle volume or LHR in planning for the present and next 5 years is = 309.76 pcu, and the calculation of road capacity (DS) on the peak of Rembangan road, DS = 0.12 means that it belongs to criterion A. The condition of the soil character based on tests in the laboratory turns out to be soil The research location includes clay soil which has cohesion = 0.4 gr/cm3 with a weight of soil volume = 1.56 gr/cm3 and shear angle = 49.14°. the value of safety factor (FS) is more than 1.5 that is = 5.88 so that the soil at the research site is said to be stable.
Keywords: Data analysis, road, geometric, landslide.

Contribution

Nama Dosen Pembimbing

NIDN/NIDK

UNSPECIFIED

Adhitya Surya Manggala, ST.,MT, Adhitya

0727088701

UNSPECIFIED

Arief Aliehudien ST., MT.,, Arief

072597101

Item Type:	Thesis (Undergraduate)
Keywords/Kata Kunci:	Analisis data, jalan, geometrik, kelongsoran tanah.
Subjects:	600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering
Divisions:	Faculty of Engineering > Department of Civil Engineering (S1)
Depositing User:	Andre Wahyu Rudiantoro | andrewahyu163@gmail.com
Date Deposited:	14 Feb 2023 02:17
Last Modified:	14 Feb 2023 02:17
URI:	http://repository.unmuhjember.ac.id/id/eprint/16396

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