Evaluasi Struktur Perkerasan Kaku Akibat Tanah Ekspansif Pada Ruas Jalan Batas Kota Bojonegoro-Padangan STA 113+425 S/D STA 118+425 Kabupaten Bojonegoro Jawa Timur

Wibowo, Berlianto (2021) Evaluasi Struktur Perkerasan Kaku Akibat Tanah Ekspansif Pada Ruas Jalan Batas Kota Bojonegoro-Padangan STA 113+425 S/D STA 118+425 Kabupaten Bojonegoro Jawa Timur. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Ruas Jalan Batas Kota Bojonegoro-Padangan Kabupaten Bojonegoro merupakan jenis jalan nasional dengan panjang total 29,32 km. Ruas jalan perkerasan kaku yang sudah berumur kurang lebih lima tahun ini mengalami kerusakan pada badan jalannya. Diduga kerusakan disebabkan karena kondisi tanah dasar yang kurang baik. Dikarenakan status ruas jalan merupakan jalan nasional yang merupakan sarana utama transportasi berlalu-lintas, maka ruas jalan ini dituntut memiliki kapasitas yang mumpuni untuk melayani beban lalu-lintas yang berada diatasnya. Analisa membuktikan bahwa kerusakan pada Ruas Jalan Batas Kota Bojonegoro-Padangan Kabupaten Bojonegoro disebabkan oleh kondisi tanah ekspansif yang mana beban pengembangannya melebihi dari kapasitas pelat eksisting serta ketidakstabilan lereng/talud yang berada pada titik tertentu. Maka dalam menghadapi hal ini dilakukan proses perbaikan dengan cara memberikan penulangan pada pelat perkerasan eksisting dan melakukan pemasangan anti-slide pile. ===================================================================================================== City border of Bojonegoro-Padangan Road in Bojonegoro Regency East Java Province is a national road with total length of 29,32 km. This 5-year-old rigid pavement has suffered damage on its plate’s surface. It is suspected that the damage was caused by poor subgrade conditions. Because the status of the road is a national road which is the main means of transportation needs, the road is required to have a qualified capacity to serve the traffic loads above it. Analysis proved that the damage was caused by the subgrade condition which has a high expansive load that is exceeded the existing rigid pavement’s capacity and the unstable condition of slope in certain stations. Therefore to face this problem, some repairments need to be made by reinforcing the existing rigid pavement’s plate and installing some anti-slide piles.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Tanah ekspansif, lereng/talud, kerusakan jalan, perbaikan jalan, pembesian pelat, anti-slide pile, Expansive soils, slope, damaged road, road repairments, reinforcing plate, anti-slide piles
Subjects: T Technology > TE Highway engineering. Roads and pavements
T Technology > TE Highway engineering. Roads and pavements > TE175 Road and highway design
Divisions: Faculty of Vocational > Civil Infrastructure Engineering (D3)
Depositing User: Berlianto Wibowo
Date Deposited: 07 Mar 2021 20:48
Last Modified: 07 Mar 2021 20:48
URI: https://repository.its.ac.id/id/eprint/83700

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