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INDONESIA
Jurnal Teknik Sipil
Published by Politeknik Negeri Banjarmasin
ISSN : 18298966     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Gradasi Teknik Sipil diterbitkan pertama kali dengan nama Jurnal Teknik Sipil pada bulan Agustus 2004 dengan ISSN 1829 – 8966, yang diterbitkan oleh Unit Pengembangan dan Kerjasama Jurusan Politeknik Negeri Banjarmasin. Ruang lingkup makalah meliputi bidang Teknik dan Manajemen dengan konsentrasi Bidang Transportasi, Geoteknik, Struktur, Keairan dan Manajemen Konstruksi.
Arjuna Subject : -
Articles 224 Documents
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Tinjauan Debit Andalan Untuk Irigasi Di Kecamatan Sungai Tabuk Kabupaten Banjar Fakhrurrazi Fakhrurrazi; Herliyani Farial Agoes; Desy Anggeriyani
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.537

Abstract

Adequate water availability in irrigation systems is an important factor in the success of irrigation agriculture, including Sungai Tabuk irrigation system which land is planted with rice paddy, fields rice paddy and crops. The availability of water in Kecamatan Tabuk River was calculated by dependable flow analysis using flow data from Mock method calculation. The model of rainfall-flow relationship with the monthly interval used was Mock Method, and 80% dependable flow was used to calculate the availability of the irrigation water. Based on the rainfall and evapotranspiration data (Mock method) in irrigation system of Sungai Tabuk area, the average flow per year of 5.758 m3 / sec obtained. With the highest flow occurred in March of 9.405m3 / sec and the lowest flow was in September at 1.616 m3 / sec. The 80% dependable flow was an average of 3.504 m3 / sec with the highest 80% of the highest dependable flow recorded in February of 7.37 m3 / sec and the lowest flow was in October which 80% flow was 0.24 m3 / sec. The calculation of irrigation water needed was based on KP-01. The calculation results showed that the average water demand was 2.690 m3 / sec with the beginning of planting on December I by using ordinary rice-ordinary rice planting pattern; while the average water demand for crops was 0.029 m3 / sec. From the analysis, the availability of irrigation water of Sungai Tabuk (average value of 3,504 m3 / sec) can fulfil the irrigation water requirement (average value of 2,690 + 0,029 = 2,719 m3 / second).
Pengaruh Keberadaan Pasar Sungai Lulut Terhadap Kinerja Jalan Martapura Lama KM. 05 Riska Hawinuti
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.540

Abstract

Jalan Martapura Lama is an alternative road connecting Banjarmasin, Martapura and Banjarbaru city and it is under the administration of Banjar Regency. The existence of Sungai Lulut Market in Kilometer 05 consistently causing congestion to the area, especially during peak hours. The purpose of this study is to determine the impact of market activities on the performance of Jalan Martapura Lama KM 05 indicated by the degree of saturation (DS) and the value of the level of road service. The method of primary data collection was by conducting traffic surveys and measuring geometric conditions in the site manually on Tuesday to Thursday, 06-08 February 2018 during the morning rush hour (07.00-08.00 a.m), the noon hour (12.00-14.00 p.m) and afternoon rush hour (16.00 to 18.00 p.m) while the secondary data was obtained from the internet. The calculation refers to Indonesian Highway Capacity Manual (MKJI) 1997. From the calculation results it can be concluded that the impact of market activities on the performance of Jalan Martapura Lama KM 05 indicated by the degree of saturation (DS) and the value of road level of service with the optimum DS is 0,68 with the value of level of road service is C on Thursday’s afternoon rush hour and the minimum DS is 1.34 with the value of level of road service is F on Wednesday’s morning rush hour. With a total frequency of occurrences and side friction class of 571 frequencies, the maksimum friction is incoming and outgoing vehicles on area alongside roads (EEVs) of 446 occurrences on Tuesday in the morning rush hour.
Ekosemen Sebagai Media Perekat Pengganti Semen Untuk Beton Marhadi Sastra; Juli Ardita Pribadi R
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.557

Abstract

Waste is a serious problem faced at this time. A lot of pollution and diseases caused by waste, therefore many efforts are made so that waste can be utilized even contain economic value. One of the utilization of waste is as an eco-cement used as a substitute for cement. This study used the concrete quality of the plan fc '= 10 MPa and fc' = 20 MPa, the making of concrete utilized waste ash in lieu of cement in predetermined quantities, waste ash obtained from organic waste and inorganic waste that was burned to ash and then filtered using 100 and 200 sieves. Variations of ash addition of 0%, 10%, 20%, 30%, 40% and 50% of the volume ratio. Age of concrete testing was 7, 14 and 28 days. The results obtained from the test indicate that the material used met a predetermined standard, with the variation of the concrete weight mixture of concrete unchanged. From the concrete strength test result for fc '= 10 MPa, the best concrete mixed variation is 20% with compressive strength equal to 12,76 MPa at 28 day age, fc = 20 MPa concrete quality with best mix variation 20% has compressive strength of 17.29 MPa, the largest compressive strength value compared with the compressive strength of concrete containing ash, the compressive strength difference of 13.8% lower than the normal compressive strength of the concrete, while the effect of each mixture variation on the age of concrete is linear; with the increase of the age, the compressive strength tends to increase.
Pengaruh Posisi, Jumlah Layer Dan Mutu Kayu Terhadap Balok Laminasi Kayu Mahang Dan Kayu Meranti Indriyani Puluhulawa
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.560

Abstract

Reduced forest products cause also reduced of large-dimensional wood that has high quality. One alternative to solve the problem is by doing laminate engineering by combining different quality wooden layers into specific sized beams as desired. The type of wood and the position of layer give effect to the laminate beam capacity. The aim of this research was to find out the flexural capacity (MOR) of Mahang and Meranti wood laminated beams which layers were varied which then the result of the laminated beam was compared with the solid beams. There were 3 types of laminate specimens made with dimension 5x7x76 cm3 which consisted of 7 layers; BL K1 beam consisted of 2 layers of Meranti wood at the top and bottom of the beam and 5 layers of Mahang in the middle; BL K2 beam consisted of 4 layers of Meranti wood at the top and bottom of the beam, and 3 layers of Mahang in the middle; and BL K3 beam consisted of 6 layers of Meranti wood at the top and bottom of the beam and 1 layer of Mahang in the middle. The test results showed that the use of wood of higher specific gravity at the outermost layer has increased the flexural capacity (MOR) and modulus of elasticity (MOE), particularly in laminated beams (Meranti wood and Mahang wood) with the same numbers of layers. Moreover, in same number or greater layer proportion between Mahang and Meranti wood, the result showed the increased of MOR and MOE of laminated beams compared with solid beam that has low specific gravity (Mahang).
Perencanaan Campuran Lapis Aspal Beton Permukaan Dengan Asbuton Butir Sebagai Filler Surat Surat; Rifanie Gazalie; Pazilatul Mumamiroh
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.574

Abstract

The objective of this research was to use mineral in asbuton as filler and asphalt will be taken into account to reduce the use of oil asphalt in Asphalt Concrete Wearing Course. The material used in this research was aggregate crushed stone from Katunun Mountain, Tanah Laut Regency, South Kalimantan, asphalt Pen 60/70 production of Pertamina and Asbuton grade 15/20. Use of Asbuton 7% in Asphalt Concrete Wearing Course mixture with optimum asphalt content of 5.25% mixed properties of VIM 3.5%, VMA 15.7%, VFB 77,9%, Stability 1484 kg, Flow 3.3 mm, VIM PRD 3.0%, Stability remaining 90.8% obtained. At the optimum asphalt content of 5.25%, mixed experiments with Asbuton grains were varied, 5.0%, 9.0%, 11.0% and 13.0%. The Marshall test showed that the greater the addition of Asbuton, the higher the stability value, the sequential stability value of 1058 kg, 1449 kg, 1509 kg and 1600 kg. Flow range from 3.1 mm to 3.5 mm. The VIM 3.5% up to 5.6%, VMA 15.75% up to 16.87%, VFB 68.1% up to 71.9%. The experimental results with Marshall testing of the asphalt mixture qualities meet the Asphalt Concrete Wearing Course criteria.
Visualisasi Dan Identifikasi Pola Retak Dinding Bata Akibat Penurunan Pondasi Struktur Bangunan Di Kota Banjarmasin Darmansyah Tjitradi; Eliatun Eliatun
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.575

Abstract

The City of Banjarmasin has very low soil bearing capacity leading to a significant number of buildings experiencing foundation settlement. This causes many elements of the buildings to develop cracks and to lean. The foundation settlement is modelled using ANSYS by taking five building structure models with brick walls loaded with their selves weight. Through this modelling the crack pattern and the stress distribution on both walls and the structural elements can be visualised and identified. The results show that the following columns experiencing foundation settlement develop longitudinal cracks, crack patterns on brick walls are diagonal at every bottom corner of the columns and vertical at the edge of the inner columns if there is no foundation settlement. Crack patterns on brick walls take form of a letter V if only one or two outer column experience foundation settlement, and crack patterns on brick walls also take form of an inverted letter V if only the inner columns or two adjacent columns experience foundation settlement. Foundation settlement experienced by inner columns of a brick wall is a major cause of damage to structural components.
Pengembangan Perumahan Dengan Desain Konstruksi Dilahan Basah Pada Wilayah Kota Banjarmasin Menggunakan Riset Operasi Eliatun Eliatun; Darmansyah Tjitradi
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i1.576

Abstract

The condition of soil in Banjarmasin which is dominated by wetland with a soil bearing capacity of as low as 0.2 kg/cm2 means that buildings require costly foundations. This condition requires that developers be more selective and perform optimisation in choosing types of soft-soil foundations to ensure maximum profit from the building investment. The objective of this research is to optimise the use of a given building area by assigning different types of sub-structure subject to a number of constraints. Optimization is used by operations research methods which are solved by Integer Programming Software QM for Windows version 2.1 and is based on the development of a housing fictitious data X type-36 in Banjarmasin. The analysis result showed that the composition of the optimum number of types of houses built is for type-A 30 units, type-B 17 units, and type-C 20 units with maximum profit of Rp.4,000,000,000, the required development area is 5,360 m2 with production costs required Rp.20,000,000,000 and the construction time of all types of houses is along 67 weeks.
Perencanaan Struktur Atas Jembatan Komposit Sungai Nipah Desa Darul Aman Kecamatan Rupat Indriyani Puluhulawa; Nur Aspaliza; Armada Armada
Jurnal Teknik Sipil Vol 2 No 2 (2018): Jurnal Gradasi Teknik Sipil - Desember 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i2.588

Abstract

The Darul Aman Village Bridge was originally a wooden bridge connecting community settlements with harbor and plantation areas. Yhe current condition of the bridge is not worth crossing because the wooden structure on the bridge has severe weathering, so it is very risky if forced to pass through the vehicle continuously and will cause further damage.for this purpose a nwe bridge is planned using a composite structure between steel girder and concrete slab. This plan refers to SNI T-02-2005 for loading bridge and SNI T-03-2005 fot steel structure planning. The planned plan includes bridge slab, girders, diaphragms and bridge elastomeric placement. From the result of the planning, the steel girder profile is using WF 800.300.14.26 , with a gap between 1,125 m. The steel angles profile diaphragm 70.70.7 mm using with a gap 4 m diaphragm, the elastomeric placement diameter is 175.175.12 mm
Analisis Karakteristik dan Penanganan Kebutuhan Ruang Parkir Sepeda Motor Di Kampus Uniska MAB Banjarmasin Muhammad Gunawan Perdana; Hari Nukta Ramadani
Jurnal Teknik Sipil Vol 2 No 2 (2018): Jurnal Gradasi Teknik Sipil - Desember 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i2.592

Abstract

Universitas Islam Kalimantan (Uniska) Muhammad Arsyad Al Banjari Banjarmasin is one of the oldest private universities in Kalimantan. Uniska has nine faculties and two graduate programs. The increased of students number is 3.11% per each year. With this increased, will automatically increase the need for motorcycle parking in the campus Uniska Banjarmasin, so it takes adequate motorcycle parking space. This condition raises the need to identify the characteristics and handling of motorcycle parking space requirements. The survey method used is the survey technique of parking of the cordon, while the method of data analysis using Hobbs formula 1995 and the formula approach Z by Pignataro 1973. Parking planning refers to the guidelines of the Directorate General of Land Transportation 1996. The need for motorcycle parking space according to the approach of Z formula of 1276 SRP with the assumption of parking duration of 350 minutes and the rate of change of parking is 2 times a day, thus exceeding the static capacity of only 940 SRP. With the data of the growth of the number of students per year, the description of the need for motorcycle parking space for the next 5 years is 1487 SRP. The conclution is the actual parking area unable to fullfill the existing parking space requirements. An alternative solution to this problem solving is through improved management of existing parking area arrangements and the addition of new parking spaces
Perencanaan Jembatan Rangka Baja Pelengkung Sungai Liong Febry Suhendra; Faisal Ananda; Alamsyah Alamsyah
Jurnal Teknik Sipil Vol 2 No 2 (2018): Jurnal Gradasi Teknik Sipil - Desember 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v2i2.594

Abstract

Bengkalis government do project to build Liong river bridge with construction type is concrete arch bridge. But at relatively new service time, there was a big deflection in one of bridge segments. In this research will be design the bridge with steel arch bridge type. Bridge design using RSNI T-02-2005 about bridge load standard. For steel frame design refers to RSNI T-03-2005, and concrete structure design refers to RSNI T-12-2004. In piles calculation, using the Schmertmann method. The results of top structure design is top chord using WF.305.305.22.35, bottom chord WF. 305.305.39.63, diagonal chord WF.305.305.22.35, vertical hanger WF 203.203.10.17, wind bracing WF.203.203.8.12, truss bracing WF.203.203.8.12, girder using WF.400.200.8.13, cross girder WF.500.200.10.16, and the main girder using WF.500.200.10.16 profile. The results of bottom structure design is abutment width of 9,3 m and abutment length of 11 m. Using concrete piles with diameter of 50 cm, length 20 m and 28 point of stake. The largest deflection of bridge is 118,72 mm. This deflection is still safe because the value smaller than tolerance deflection L/240, which is 458,33 mm. The most compatible construction method for liong II river bridge is temporary coloumn method.

Page 8 of 23 | Total Record : 224

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