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INDONESIA
Jurnal Rekayasa Sipil dan Desain
Published by Universitas Lampung
ISSN : 23030011     EISSN : 27150690     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 5 Documents
 1 
Search results for , issue "Vol. 7 No. 4 (2019): Edisi Desember 2019" : 5 Documents clear
Analisis Kebutuhan Parkir Di Kampus Universitas Lampung Studi Kasus : (Fakultas Ekonomi dan Bisnis, Fakultas Ilmu Sosial dan Politik, Fakultas Hukum) Irawan, Viktor; Sulistyorini, Rahayu; Heriyanto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1213

Abstract

Dalam beberapa tahun terakhir ini pertumbuhan kendaraan semakin meningkat, ini menyebabkan harus di pertimbangkan penyediaan dan pengaturan fasilitas parkir. Umumnya di wilayah kampus kebutuhan terhadap ruang parkir cukup besar mengingat kebanyakan para mahasiswa, dosen, dan karyawan. Tujuan dari penelitian ini adalah untuk menganalisis kapasitas dan kebutuhan ruang parkir di Unila, khususnya di FEB, FISIP, FH. Dari hasil analisis, FEB yaitu kebutuhan parkir sebesar 67 petak parkir untuk kendaraan mobil dan 343 petak parkir untuk kendaraan motor, dengan durasi parkir rata-rata 175 menit kendaraan mobil dan 109 menit kendaraan motor, dengan indeks parkir 103% kendaraan mobil dan 114% kendaraan motor. FISIP yaitu kebutuhan parkir sebesar 72 petak parkir untuk kendaraan mobil dan 293 petak parkir untuk kendaraan sepeda motor, dengan durasi parkir rata-rata 163 menit kendaraan mobil dan 124 menit kendaraan motor, dengan indeks parkir 156% kendaraan mobil dan 187% kendaraan motor. FH yaitu kebutuhan parkir sebesar 76 petak parkir untuk kendaraan mobil dan 153 petak parkir untuk kendaraan sepeda motor, dengan durasi parkir rata-rata 149 menit kendaraan mobil dan 145 menit kendaraan motor, dengan indeks parkir di atas 146% kendaraan mobil dan 96% kendaraan motor.
Analisis dan Perencanaan Pondasi Tiang Bored Pile pada Jembatan Jalur Ganda Kereta Api Bekri Kabupaten Lampung Tengah Wahyuddin, Muhammad; Siregar, Amril Ma`ruf; Afriani, Lusmeilia
Jurnal Rekayasa Sipil dan Desain Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1220

Abstract

Provinsi Sumatera Selatan memiliki cadangan batubara sekitar 22,24 milyar ton. Batubara di Provinsi Sumatera Selatan 85 % dari total batubara di Pulau Sumatera. Tambang Batubara berada di Tanjung Enim, Sumatera Selatan. Batubara tersebut diangkut menggunakan Kereta Api Barang. Setiap kereta api terdapat 60 gerbong. Setiap gerbong dapat memuat 50 ton batubara. Pembangunan rel ganda akan meningkatkan kuantitas angkutan kereta api. Pembangunan kereta api jalur ganda dapat menghemat waktu 20-40 menit kereta api penumpang dan 30 menit bagi kereta barang. Pembangunan kereta api jalur ganda melewati wilayah Bekri, Lampung Tengah. Pembangunan tersebut memerlukan jembatan kereta api untuk melintasi sungai di Way Tipo. Jembatan kereta tersebut dibuat dengan pondasi Bored Pile. Pondasi Bored Pile tersebut memiliki diameter 1 meter. Pondasi boredpile dibuat 9 buah dan panjang 9 meter. Dari hasil analisis diperoleh nilai daya dukung ijin lebih besar dari daya dukung rencana. Hasil analisis diperoleh nilai daya dukung ijin 3273,19 kN dan daya dukung rencana 3220,13 kN. Dari hasil perhitungan, pondasi bored pile dapat menahan beban yang bekerja.  Kata kunci : pondasi, jembatan, bored pile, Fakultas Teknik, Universitas Lampung.
Analisis Kebutuhan Parkir Eksisting Moda Transportasi di Bnadara Radin Inten II Bralinza, Chelpa Rideanda; Sulstyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1224

Abstract

The Indonesian government is increasingly active in improving the country's infrastructure, one of which is in the transportation sector. In 2016 the number of passengers of Radin Inten II Airport was 1.9 million after Radin Inten II Airport renovated on  the side of the air and land side section number of passengers increased  to 2.4 million passengers in 2017. If this continues, there will be a queue at the entrance and drop area zone.Data collection in this study was conducted in 2 stages. First, conducting a survey of vehicles at the entrance and exit of the airport for 14 hours, namely at 06:00 until 21:00, then the hand out the questionnaires in the waiting room and surveys in the drop zone area that is useful as supporting data. This study analyzes the characteristics of parking. Parking characteristics consist of parking time, parking duration, parking accumulation, parking usage level (PTO), parking capacity, parking indexThe study results show that in 2018 the Radin Inten II Airport parking lot is capable of accommodating all vehicles.
Analysis And Planning of Bored Pile Foundation In Double Train Bridge Way Changes In Central Lampung Regency Hendri, Adit Pratama; Arifaini, Nur; Adha, Idharmahadi
Jurnal Rekayasa Sipil dan Desain Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1232

Abstract

Indonesia has considerable coal reserves, but only a few or even very few can be exploited. The potential of coal owned by South Sumatra Province is known to reach around 85% of the total reserves contained in Sumatra, or around 22.24 billion tons. This means that even though mining is maximized to 50 million tons per year, coal will not be mined for 200 years. To maximize the potential of available coal, modes are needed from the train, but for now there is only one mode used to extract coal from it to transport coal from Tarahan - Tanjung Enim or vice versa. So to maximize the coal's potential, the Ministry of Transportation through the Directorate General of Railways plans to build a double track railway line between Tarahan - Tanjung Enim, one of the roads going through the river is needed a bridge to facilitate the train journey to transport the coal. The railroad bridge that was built was located in KM132 in the burial way of Central Lampung Province. In this bridge construction, the carrying capacity of the foundation needs to be analyzed so that it can withstand the burden of the upper structure and the train.From the results of the study showed that the analysis of the carrying capacity of the permit pile of 1700 kN was greater than the maximum carrying capacity that burdened the pile of 1508.93 kN so that it could be concluded that the structure under the bridge was able to withstand the load from the upper structure. Keywords: analysis, coal, bridge, carrying capacity.
Analisis Variasi Suhu Pemanasan Serbuk Batu Basalt Sebagai Bahan Pengisi Ordinary Portland Cement Terhadap Kuat Tekan Beton Rajiman, Rajiman; Listari, Vita
Jurnal Rekayasa Sipil dan Desain Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1233

Abstract

Utilization of basalt scoria stone as one of the building materials that can be one of thealternatives to limestone which has been known as a cement maker and utilizes the availability ofabundant basalt, especially in Lampung which has these natural resources. This research is toanalyze the basalt stone powder and analyze the optimum content at the temperature variation ofthe most effective mixture of basalt stone powder to produce compressive strength of concrete.The research method uses experimental methods at the Bandar Lampung University laboratory.The specimens used were cylinders with a diameter of 10.16 cm and a height of 20cm totaling 63specimens using the DOE method. There are 6 types of mixtures, namely at a temperature of800˚C there are 2 mixes of 3% and 7% basalt stone powder, a temperature of 1200˚C there are 2mixes of 3% and 7% basalt stone powder, and at a temperature of 1600˚C there are 2 mixtures of3% and 7% basalt stone powder. Compressive strength testing is performed at the age of concretetesting 7, 14, and 28 days.The results of the study show that the addition of heated basalt stone powder can increase thecompressive strength of concrete. The compressive strength results in a mixture of temperaturevariations included in the planned compressive strength. The optimum compressive strength valueof 28 days of testing occurred on 3% concrete mix of basalt stone powder at a temperature of1600˚C that is equal to 392 kg / cm².Keywords: Concrete, Basalt Stone and compressive strength

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