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DC Field | Value | Language |
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dc.contributor.advisor | Wulandari, Tika Ernita | - |
dc.contributor.author | Rahmi, Aulia | - |
dc.date.accessioned | 2024-01-18T02:13:03Z | - |
dc.date.available | 2024-01-18T02:13:03Z | - |
dc.date.issued | 2023-08-03 | - |
dc.identifier.uri | https://repositori.uma.ac.id/handle/123456789/22721 | - |
dc.description | 63 Halaman | en_US |
dc.description.abstract | Pada ruas Jalan Tol Pekanbaru-Padang akan dibuat jalan diatas permukaan tanah yang miring sehingga perlu penimbunan tanah agar elevasi tanah sesuai perencanaan. Hal tersebut dapat menyebabkan kelongsoran apabila tidak diberi pengaman lereng pada area tanah timbunan. Mechanically stabilized earth (MSE) Wall merupakan dinding penahan tanah yang menggunakan perkuatan internal secara berlapis dengan mekanisme friksi antara tanah dengan material perkuatan. Pada penelitian ini dilakukan analisis pengaplikasian dinding Mechanically Stabilized Earth (MSE) Wall dengan menggunakan metode Rankine dan Coulomb. Hasil analisis menunjukkan stabilitas terhadap gaya guling pada Rankine SF = 4,37 > 1,5 (aman) stabilitas terhadap geser SF = 2,06 > 1,5 (aman), dan analisis stabilitas terhadap gaya guling pada Coulomb SF = 8,51 > 1,5 (aman) stabilitas terhadap geser SF = 4,54 > 1,5 (aman), dan hasil daya dukung menggunakan CBR pada titik 1 = 0,52%, pada titik 2 = 1,03% dan pada titik 3 1,37%. Kesimpulan yang didapat dalam menganalisis perhitungan MSE wall pada Proyek Jalan Tol Pekanbaru-Padang. Bahwasanya untuk perhitungan menggunakan metode rankine dan coulomb aman digunakan, namun untuk perhitungan daya dukung menggunakan CBR pada titik 1 tidak aman, titik 2 dan titik 3 aman digunakan. Dikarenakan saat pengujian data yang dihasilkan jauh dari lokasi yang ditentukan. On the Pekanbaru-Padang Toll Road section, the road will be built on a sloping ground surface so it will be necessary to fill up the land so that the land elevation matches the plan. This can cause landslides if slope protection is not provided in the embankment area. Mechanically stabilized earth (MSE) Wall is an earth retaining wall that uses internal reinforcement in layers with a friction mechanism between the soil and the reinforcement material. In this research, an analysis of the application of Mechanically Stabilized Earth (MSE) Walls was carried out using the Rankine and Coulomb methods. The analysis results show stability against overturning force at Rankine SF = 4.37 > 1.5 (safe), stability against shear SF = 2.06 > 1.5 (safe), and stability analysis against overturning force at Coulomb SF = 8.51 > 1.5 (safe) stability against shear SF = 4.54 > 1.5 (safe), and bearing capacity results using CBR at point 1 = 0.52%, at point 2 = 1.03% and at point 3 1.37%. Conclusions obtained in analyzing the MSE wall calculations on the Pekanbaru-Padang Toll Road Project. In fact, for calculations using the Rankine and Coulomb methods it is safe to use, but for calculations of bearing capacity using CBR at point 1 it is not safe, point 2 and point 3 are safe to use. Because when testing the data produced is far from the specified location. | en_US |
dc.language.iso | id | en_US |
dc.publisher | Universitas Medan Area | en_US |
dc.relation.ispartofseries | NPM;198110039 | - |
dc.subject | mse wall | en_US |
dc.subject | rankine | en_US |
dc.subject | coulomb | en_US |
dc.subject | cbr | en_US |
dc.title | Analisis Perkuatan Tanah Menggunakan Mechanically Stabilized Earth (Mse) Wall pada Proyek Pembangunan Jalan Tol Ruas Pekanbaru-Padang | en_US |
dc.title.alternative | Soil Reinforcement Analysis Using Mechanically Stabilized Earth (Mse) Wall at Pekanbaru - Padang Road Construction Project | en_US |
dc.type | Skripsi Sarjana | en_US |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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198110039 - Aulia Rahmi - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 2.02 MB | Adobe PDF | View/Open |
198110039 - Aulia Rahmi - Chapter IV.pdf Restricted Access | Chapter IV | 529.69 kB | Adobe PDF | View/Open Request a copy |
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