cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota bandar lampung,
Lampung
INDONESIA
Jurnal Rekayasa
Published by Universitas Lampung
ISSN : -     EISSN : -     DOI : -
Core Subject : Education,
Other
Arjuna Subject : -
Articles 9 Documents
 1 
Search results for , issue "Vol 20, No 1 (2016): Edisi April 2016" : 9 Documents clear
Kajian Terhadap Review Desain Jembatan Way Panas, Desa Margomulyo – Lematang, Kecamatan Jati Agug, Lampung I Wayan Diana; Hadi Ali; Ketut Swandana
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This design is done to determine the level of efficiency the most economical to aligment and geom- etry of bridge have been built. As long as gain alternative type of structure on bridge which should used in way panas. Calculations in this design cover the building upon and under constuction the bridge. With calculations result of dead load and live load, followed bye look for to moment force and normal force. Until found of dimension and reinforcement needed for each building. And next calculations of estimated engineering use RAB. Based on the result of design it is concluded geometry changes of bridge from the span 12 to 16 meter provide curve geometry is better then position the existing. Bridge reinforcement analysis with ultimate analysis give efficiency reinforcement to 806,69 kg be compared with standard BM- 100 with flexible analysis. On implementation with BM-100 result the reinforcement of 3876,3 kg. The cost implementation with unit price of material (RAB) is IDR 975.000.000,- under own estimate.
Studi Evaluasi Perparkiran di Dermaga I Sampai V Akibat Penambahan Dermaga VI di Pelabuhan Bakauheni Lampung Selatan Herianto, Dwi; Adha, Idharmahadi; Wijaya, Ni Nyoman Yuliyanti
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Bakauheni South Lampung port is the port that developed under the auspices of PT. Angkatan Sungai Danau dan Penyebrangan (PT. ASDP). Main Branch of Bakauheni is a ferry port in Lampung province. At this time Bakauheni Port has six docks. Based on the addition the docks into 6 docks then the parking area of the port should be reviewed again. A review of the parking area must be done to get the state in accordance with the needs of the motor vehicle capacity will climb the leaning ship, so there is no traffic jam when the queue is too long. Data obtained from the following calculation parking duration on July 22, 2015 amounted to 240 minutes. This affects the capacity of the vehicle can be at capacity. The capacity of the truck as many as 1450 vehicles / day, parking index gained by 42%. Parking index value is still below 100% indicates that the number of available parking lots are still able to accommodate vehicles to be parked in the port of Bakauheni.Forecasting the number of trucks of 2018 was as much as 1,504 trucks, by 2019 as many as 1,577 trucks and by 2020 as many as 1,651. The number of growing up from 2015. Forecasting is done because of the toll road operation Sumatera in 2018 whereas in 2016 and 2017 is not the development of transportation facilities in the port of Bakauheni so that the number of the truck is considered stable by 2015.
Analisis Debit Air Irigasi (Suplai dan Kebutuhan) di Sekampung Sistem Sembiring, Christa Emanuel
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Sekampung system is one of national granary in Lampung Province. The needs of irrigation water to irrigate rice fields in Sekampung system which supplied from Argoguruh weir. Sekampung System has two (2) Feeder Canals, namely Feeder Canal I and II. Feeder Canal I serve four (4) Irrigation areas namely Sekampung Batanghari, Sekampung Bunut, Batanghari Utara, and Raman Utara while the Feeder Canal II serve three (3) irrigation areas namely Bekri, Punggur Utara, and Rumbia Barat. The problem were the ability of supply irrigation water discharge from Argoguruh weir, the large discharge irrigation received in the furthest of each secondary Canal in Sekampung System irrigation areas, the length of time needs which started from Argoguruh weir to the irrigation area in Sekampung System, and the condition of irrigation network ability in sekampung system. The result showed that Argoguruh weir was not able to supply irrigation water throughout the irrigation area in Sekampung system as needed. The decline in discharge irrigation water supplied by argoguruh weir until throughout the irrigation area in sekampung system, deceleration time of drainage throughout the irrigation area in Sekampung system and a decline of significant irrigation networks function ability in Sekampung System.
Cover Jurnal Rekayasa Edisi April 2016 Ahmad Zakaria
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Cover Jurnal Rekayasa Edisi April 2016
Analisa Karakteristik Tanah Timbunan Ditinjau dari Hubungan Gradasi Butiran Tanah dengan Nilai CBR Rendaman dan Tanpa Rendaman Yan Juansyah
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical strength of natural soil, subgrades and basecourses carriageway construction. The basic site test is per- formed by measuring the pressure required to penetrate soil or aggregate with a standard area. The measured pressure is then divided by the pressure required to achieve an equal penetration on a standard crushed rock material. The CBR test is described in ASTM Standards D1883-05 (for laboratory-prepared samples). CBR-value is used as an index of soil strength and bearing capac- ity. This value is broadly used and applied in design of the base and the sub-base material for pavement. CBR-test was conducted to characterize the strength and the bearing capacity of the nine studied soils from with nine place diference. experiments conducted in the laboratory of soil mechanics Malahayati university. The soil test done is physical, standard proctor and CBR Unsoaked. CBR value obtained was 9.33 % minimum value and a maximum value of 19%. CBR- values need to be interpreted in the context of the general relationship between the CBR values and the gradation of the soils. It can used in pavement or road and other applications.
Daftar Isi Jurnal Rekayasa Edisi April 2016 Ahmad Zakaria
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Daftar Isi Jurnal Rekayasa Edisi April 2016
Pengaruh Fraksi Pasir Dalam Campuran Tanah Lempung Terhadap Nilai CBR dan Indeks Plastisitas Untuk Meningkatkan Daya Dukung Tanah Dasar Lusmeilia Afriani; Yan Juansyah
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

CBR-value is used as an index of soil strength and bearing capacity. This value is broadly used and applied in design of the base and the sub-base material for pavement. Sand –stabilized soils are often used for the construction of these pavement layers and also for embankments. CBR-value is a familiar indicator test used to evaluate the strength of soils for these applications. CBR-test was conducted to characterize the strength and the bearing capacity of the studied soils and their mixtures with sand. CBR-values of the diference soils, compacted at optimum water content, Atterbeg limit are given in this report. All the specimens were prepared using a standard proctor test. The results of the research will be made in the form of a graph on the relationship between the value of CBR to the liquid limit., LL, maximum dry density. The results also will display the graphic relationship between the plasticity index with content of sand fraction and clay fraction. The test results show that the Atterberg limits that a percentage of the original soil and addition of sand. ff (loose soil). The results showed that Relationships LL CBR value and the fraction of sand fraction that the lower the value of LL will increase the value CBRnya. The results showed that the content of the sand can increase the value CBRn. CBR value is highest at 71.11% sand content.
Back Cover Jurnal Rekayasa Edisi April 2016 Ahmad Zakaria
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Back Cover Jurnal Rekayasa Edisi April 2016
Pengaruh Semen OPC dan PCC Terhadap Kuat Tekan dan Kuat Lentur Pada Beton Mutu Tinggi Faktor Air Semen 0,36 Dan 0,39 Eddy Purwanto; Hasti Riakara; Anggarani Budi Wibowo
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 1 (2016): Edisi April 2016
Publisher : UNIVERSITAS LAMPUNG

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This study used an experimental method in the Laboratory of Structural and Construction Engi- neering Faculty, University of Lampung. The test object in this research is a concrete cylinder with a diameter of 15 cm and 30 cm high. And the concrete beam specimen with a length of 60 cm, width 15 cm, height 15 cm. While testing the compressive strength and flexural strength of high strength concrete made fas 0.36 and 0.39 after the test specimen was 14, 28 and 56 days. In testing the compressive strength of concrete fas 0.36 and 0.39, OPC cement concrete without silica fume replacement compressive strength higher than the compressive strength of cement PCC. Value OPC cement with fas 0.36 and 0.39 in the concrete life of 56 days each -masing amounted to 39.7264 and 34.9139 MPa. OPC concrete of cement with silica fume replacement of 10% in test- ing concrete compressive strength fas 0.36 and 0.39, higher compressive strength of cement PCC. The compressive strength of OPC cement with silica fume replacement fas 10% with 0.36 and 0.39 in the concrete life of 56 days each for 33,7816MPa and 30,9507MPa. In the flexural strength testing of concrete fas 0.36 and 0.39, OPC cement concrete without silica fume penggntian strong bending higher than cement PCC. OPC cement flexural strength values with fas 0.36 and 0.39 in the concrete life of 56 days each for 7,3778MPa and 7,6MPa. OPC cement concrete with the re- placement of silica fume 10% in flexural strength testing of concrete fas 0.36 and 0.39, a strong bending higher than cement PCC. Flexural strength value of OPC cement with silica fume re- placement fas 10% with 0.36 and 0.39 in the concrete life of 56 days each for 7,8889MPa and 8,3333MPa.

Page 1 of 1 | Total Record : 9

 1 

Filter by Year

2016 2016


Reset
Filter By Issues
All Issue Vol 23, No 3 (2019): Edisi Desember 2019 Vol 23, No 2 (2019): Edisi Agustus 2019 Vol 23, No 1 (2019): Edisi April 2019 Vol 20, No 3 (2016): Edisi Desember 2016 Vol 20, No 2 (2016): Edisi Agustus 2016 Vol 20, No 1 (2016): Edisi April 2016 Vol 19, No 3 (2015): Edisi Desember 2015 Vol 19, No 2 (2015): Edisi Agustus 2015 Vol 19, No 1 (2015): Edisi April 2015 Vol 18, No 3 (2014): Edisi Desember 2014 Vol 18, No 2 (2014): Edisi Agustus 2014 Vol 18, No 1 (2014): Edisi April 2014 Vol 17, No 3 (2013): Edisi Desember 2013 Vol 17, No 2 (2013): Edisi Agustus 2013 Vol 17, No 1 (2013): Edisi April 2013 Vol 16, No 3 (2012): Edisi Desember 2012 Vol 16, No 2 (2012): Edisi Agustus 2012 Vol 16, No 1 (2012): Edisi April Tahun 2012 Vol 15, No 3 (2011): Edisi Desember Tahun 2011 Vol 15, No 2 (2011): Edisi Agustus Tahun 2011 Vol 15, No 1 (2011): Edisi April Tahun 2011 Vol 14, No 3 (2010): Edisi Desember Tahun 2010 Vol 14, No 2 (2010): Edisi Agustus Tahun 2010 Vol 14, No 1 (2010): Edisi April Tahun 2010 Vol 13, No 3 (2009): Edisi Desember Tahun 2009 Vol 13, No 2 (2009): Edisi Agustus Tahun 2009 Vol 13, No 1 (2009): Edisi April Tahun 2009 More Issue