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All Journal Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain
Feby Aristia Putri
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Civil Engineering, Building, Construction & Architecture Other

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Analisis Pemilihan Moda dari Mobil Pribadi ke Bus Trans Lampung di Bandar Udara Raden Inten II Lampung Feby Aristia Putri
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 23, No 2 (2019): Edisi Agustus 2019
Publisher : UNIVERSITAS LAMPUNG

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Abstract

The purpose of this study is to identify factors that influence the choice of mode from private cars to Transs Lampung Buses and to analyze the selection model and can explain the probability of modal choice from private cars to Trans Lampung Buses, using random sampling techniques. The data was obtained through the results of the quisioner filler with binary logic method and PSPP analysis. Based on the results of the correlation test between the dependent variable and the independent variable, the Transportation Tool Used to Go to the Airport (X6), the Transportation Tool Used to Leave the Airport (X7) and the Trans Lampung Bus Leisure Consideration (X8) have a significance of 0,000; 0,000 and 0,041. This significance has a value of less than 0.05 which means that it correlates with the dependent variable. To find out the differences in the tendency of each vari - able that correlates can multiple linear regression equation Y = - 2.23 + 15.46 X6 + 13.48 X7 + 11.52 X8. Based on the probability test results of the 3 correlating variables produce scenario 1 the probability of a private car is 9.7% and the probability of Trans Lampung Bus is 90.3%. Scenario 2 generates 99% probability of private cars and the probability of Trans Lampung buses is 1%. Scenario 3 generates the probability of a private car of 8% and the probability of a Trans Lampung bus of 92%
Pengaruh Nilai Kohesi Tanah Terhadap Stabilitas Retaining Wall Pada Basement Gedung Bertingkat Feby Aristia Putri; Idharmahadi Adha; Setyanto Setyanto
Jurnal Rekayasa Sipil dan Desain Vol 4, No 4 (2016): Edisi Desember 2016
Publisher : Jurnal Rekayasa Sipil dan Desain

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This study aims to determine the stability of the retaining wall as a basement storey building in the city of Bandar Lampung. This study uses secondary data, ie, bor logs and SPT. Data on. laboratory test results are obtained from the geotehnical report.Based on the geotechnical data on the stability calculation and reinforcement retaining wall. High retaining wall is 3.25 meters with a thickness of 0.6 meters and a width 1meter (reviewed per meter). Calculation of the stability of retaining wall just reviewed against the danger of sliding and rolling hazard. As for reinforcing the retaining wall of concrete is based on ISO 2013.From the analysis, obtained the value of stability to the danger of sliding and rolling 4.8 ≥ 1.5 were declared safe retaining wall against the danger of sliding and rolling. The results of calculations on the retaining wall reinforcement, for the main reinforcement D16 - 250, shear D13 - 200, and reinforcement for D10-300. Amount of reinforcement based on the calculation is similar to the design of reinforcement used in the construction of this multi-storey building.  Keywords: retaining wall, basement, shear stability and bolsters.
Co-Authors Idharmahadi Adha Setyanto Setyanto