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
Kampus Sekaran, Gunungpati, Semarang 50229
Location
Kota semarang,
Jawa tengah
INDONESIA
Jurnal Teknik Sipil dan Perencanaan
Published by Universitas Negeri Semarang
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Perencanaan (JTSP) is a scientific journal which biannualy published in April and October. We firstly published in 1999 as national journal of Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Semarang. In 2016, JTSP was indexed in DOAJ with Green Tick critera. And in 2018, JTSP expands its range of article quality and publication through publishing English-language articles.
Arjuna Subject : -
Articles 774 Documents
 22   23   24   25   26 
Accuracy Comparison between GPS Real Time Kinematic (RTK) Method and Total Station to Determine The Coordinate of An Area Safrel, Ispen; Julianto, Eko Nugroho; Usman, Nur Qudus
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 2 (2018): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i2.16284

Abstract

Abstract. Survey with GPS Real Time Kinematic (RTK) has the advantage of being faster and easier than the total station, but on the other hand the accuracy of GPS Real Time Kinematic (RTK) is considered lacking. This study was to determine the comparison of accuracy and efficiency of measuring land parcels using a total station and GPS Real Time Kinematic (RTK) method. The research location is at the Universitas Negeri Semarang campus by selecting areas that are open or unobstructed to satellites and congested areas or which have many obstacles to satellites. The results of this study indicate that for open areas, measurement with GPS Real Time Kinematic (RTK) method reaches a horizontal accuracy of 0.040 m with a time of 16 minutes 16 seconds. While the measurement using a horizontal accuracy of 0.00 Total Station with a length of time of 26 minutes 47 seconds. For areas that are densely measured, GPS Real Time Kinematic (RTK) achieves horizontal accuracy of 10.053 m with a length of time of 39 minutes 27 seconds. While the measurement using a precision horizontal Total Station 0.00 with the length of time 25 minutes 41 seconds.
High Accuracy Geodetic Control Point Measurement Using GPS Geodetic With Static Methods Julianto, Eko Nugroho; Safrel, Ispen; Taveriyanto, Arie
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 2 (2018): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i2.16300

Abstract

Abstract. The quality of the coordinates of the points in a generally horizontal control network will be influenced by many factors, such as the system equipment used for measuring / observation, the network geometry, measurement strategies / observation, as well as data processing strategy implemented. Using development of the GPS satellite system, since 1989, the network provision of horizontal control points in Indonesia generally relies on the GPS satellite observations. One way of measuring geodetic control points with high accuracy is using geodetic GPS. Measurement of geodetic control points required as a control in the execution of the work and as a correction coordinate measurement of the position of a measurement object with a high degree of accuracy (± 1 cm). How many measurement methods that can be done. This research conducted measurement using static method. Static surveys are used to determine the coordinates of the control points are relatively distant from each other as well as order accuracy requires relatively higher. The measurement results obtained coordinate data for point 1 is 6 ° 57 '31.92207 "LS; 109 ° 38 '32.25194 "BT; high (ellipsoid) 34 320 m and point 2 is 6 ° 57 '33.59086 "LS; 109 ° 38 '37.87710 "BT; high (ellipsoid) 36 235 m.
The Use of Fly Ash as Additive Material to High Strength Concrete Pangestuti, Endah Kanti; Handayani, Sri; Purnomo, Mego; Silitonga, Desi Christine; Fathoni, M. Hilmy
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 2 (2018): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i2.16274

Abstract

Abstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was conducted with an experimental method to obtain results and data that would confirm the variables studied. The total number of specimens used in this study were 36 pieces with different sizes of cube tests which were 15 cm x 15 cm x 15 cm. A total of 36 concrete samples were used to test the compressive strength of concrete with a percentage of Fly Ash in  0% (normal concrete), 20%, 25% and 30% with a concrete treatment age of 7 days, 21 days and 28 days. A total of 12 more samples were used to test water absorption in concrete at 28 days of maintenance. Each percentage percentage of Fly Ash uses 3 concrete test samples. The increase in compressive strength occurs at 7, 21 and 28 days in concrete. However, the compressive strength of concrete produced by concrete using the percentage of Fly Ash is always lower than the value of normal concrete compressive strength. From testing the compressive strength of concrete at 28 days of treatment with content of 0%, 20%, 25% and 30% Fly Ash obtained results of 45.87 MPa, 42.67 MPa, 40.89 MPa, and 35.27 MPa respectively
Optimizing Mixture Composition to Improve the Performance of Porous Asphalt for Wearing Course as an Environmentally Friendly Road Construction Material Sulianti, Ika; Amiruddin, Amiruddin; Ibrahim, Ibrahim; Subrianto, A.
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i1.17354

Abstract

Abstract. Porous asphalt is an alternative in flexible pavement which is considered to make water seep into the soil. In previous research have been tested the mixture of  porous asphalt that meets porous asphalt porosity requirements, but found the weaknesses that the stability is still lower than the standard required. Based on result obtained before, the study is aimed at investigating the use of mixture composition variable with different percentages until the optimal conditions were obtained, namely making a normal mixture, 15%, 18.75%, 22.5%, 26.25%, 30% as sand composition reduction. The percentage of sand reducted from previous composition with different asphalt variations. Tests are carried out using the Marshall method. Sequence of tests show that the materials used for experiment meet the requirement.  Optimum Asphalt Content obtained for the mixture are 6% of the total mixed weight. The best Marshall characteristics for AC-WC porous asphalt obtained are at the percentage of 26.25% sand reduction.  
Sediment Characteristic of Pagai Strait, Mentawai Mutmainah, Herdiana; Kusumawardani, Rini
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i1.19914

Abstract

Abstract. The marine sediment is important indicator of the seafloor. The characteristics of marine sediments can be seen from grain size, type and Total Dissolved Solid (TDS). Sediments derived from organic and non-organic particles are carried by the sea currents, waves, streams and tidal process in the coastal areas. At very high levels, sediments can cause pollution or vulnerability such as decreasing of dissolved oxygen, coral bleaching, and increased the eurotrification processes. Pagai Strait is located between North Pagai Island and South Pagai. This strait has enormous potential and it is used by the surrounding community for various activities such as port and sea transportation, fishery, marine aquaculture and tourism. This study aims to determine the characteristics of sediment in Pagai Strait. The field survey was conducted in September 2016 for waves, currents, water quality and sediment samples with purposive sampling method. The results showed that the average of sediments in Pagai Strait is D35 sized 0.155 mm; D50 sized 0.273 mm; and D90 sized 1.574 mm with specific gravity 2.665 gr/cm3 and dominated by sand 66.88%. TDS between 51.6 to 55.0 mg/L, appropriate for port and mangrove. Scale of sediment, A = 0.119 and sediment velocity is 0.002 m/s. Sediment transport approximately is 0.389 m3/day.
Drainage Network System of Sekaran Village, Gunungpati District, Semarang City Utomo, Karuniadi Satrijo; Sutopo, Yeri; Adi, Muhammad Hamas
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i1.18301

Abstract

Abstract. Drainage functions to drain, deplete, remove or transport water. Generally, drainage is defined as a series of water facility used to reduce and/or remove excess water from an area or land, so that the land can be functioned optimally. Drainage is also realized as an effort to control the quality of groundwater in relation to salinity. The case study was carried on in Sekaran Village, Gunungpati District, Semarang City. The area size of Sekaran Village is 6,21 km². According to the writing method, the author used tools and materials required in this research. The tools used were a roll meter and Arcmap software as a medium for data-processing, and the materials taken was data regarding information about the condition of Sekaran Village in the extent of topographic maps, rainfall data. The method of data calculation used manual calculations in accordance with the rational method to figure out the rain discharge, and the manning formula for channel flowrate. The numbers of design rainfall for 5 years and 10 years was 169,365 mm and 171,502 mm; while the design discharge with return period of 5 and 10 years, for example, in channel 1 was branch 1 was of 0,6772 m³/s and the main channel was 5,7910 m³/s; The economic channel dimensions for the main channels 1 and 4 were the base width B = 1,596 m ≈ 1.6 m and the water height h = 0,796 m ≈ 8 0,8 m, the cross section was square.
The Implication of Studentification To Community’s Physical And Social Economicaspects In Tembalang Higher Education Area Dewi, Santy Paulla; Ristianti, Novia Sari
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i1.19027

Abstract

Abstract. Studentification is a neighbourhood changes caused by the students’ presence in the permanent settlement then influence the area; students accomodation supply and community’s social economic aspects. This research revealed the influence of studentification in Tembalang higher education area to the physical and social economic aspects. Qualitative research method was used to explain more about the studentification influence and the Tembalang development trend. Interview conducted to some key figures in the community such as Lurah, community leaders, and students to find out their perception regarding the neighbourhood transformation. Based on analysis, it showed that studentification emerged since the Pleburan campus moved to Tembalang campus which students accomodation demand increased significantly. Moreover, the studentification influences seen from the increasing of land price, land use conversion, and students’ life style that affected the community’s job-shifting. However, the development of Tembalang higher education area still on the track based on the guidance and spatial pattern structure recommendation of Semarang Spatial Plan 2011-2030.
Analysis of Strengths of Reinforced Concrete Beam Structures with CFRP Sheet Using Abaqus Software 6.14 Yasir, Ahmad; Effendi, Mahmud Kori; Taveriyanto, Arie; Apriyatno, Henry
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i1.19364

Abstract

Abstract. Concrete beams are parts of a structure that serves as a channeling moment to the column structure. The structure of the beam which has undergone yielding reinforcement must be repaired. One of the beam repairs that can be done is by providing reinforcement using Carbon Fiber Reinforced Polymer (CFRP) sheets. The reinforcement structure modeling and analysis were carried out using the Abaqus software. There are two types of modeling, those were laboratory test beam modeled with Abaqus (BPA) and reinforced beam using CFRP (BPC). The beam structure analysis using Abaqus software showed that BPA beam experiences a first crack when the load is 5311.96 lbs with a 0.08 inch displacement, while the BPC-2 beam is first cracked at a load of 5019.93 lbs with a 0.10 inch displacement. The BPA beam experiences an ultimate when the load was 12620.84 lbs with a 0.64-inch displacement, while the BPC-2 beam experiences ultimate when the load was 12403.48 lbs with a displacement of 0.60 inch. The type of crack pattern in both beam models is the type of bending crack.
IDENTIFIKASI RUANG TERBUKA HIJAU KOTA SEMARANG Agung Nugradi, Didik Nopianto
Jurnal Teknik Sipil dan Perencanaan Vol 11, No 1 (2009): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v11i1.6967

Abstract

According to the regulation in Indonesia, Urban Green  Open Space much covered to 30% of  the city area and  20% much be for public space. The aim of this study is for identification Urban Green Open Space in Semarang City. The method is joint for primary data and secondary data. Interview with questioner and observation is for primary data, and mapping  documentary is for secondary data. The result of this study indicate Urban Green Open Space in Semarang City covered   23,146.70 ha or  61.94 %, so this is suitable to the regulation. Further, for Public Green Open Space, there are not suitable to the regulation, because Semarang City has only 1,483.32  ha  or just only 3.97 %. The recommendation is, the Government of Semarang City much increase more Public Green Open Space  for  area   5.990,76  ha, so that covered about 20% city area.  Public Green Open Space could  developed  from Private Green Open Space, because there are many  areas all around Semarang City still under developed. Development of Public Green Open Space in Semarang City  consist of : Urban Forestry, Wayside Trees,  River Green Belt, Beach Green Belt, Public Recreation Area, and Public Park and Square.Berdasarkan ketentuan dari Undang-undang No. 26 Tahun 2007 tentang Penataan Ruang, ditetapkan luas Ruang Terbuka Hijau (RTH)  adalah sebesar 30% dari luas kota dan 20% dari RTH tersebut harus bersifat publik. Penelitian ini bertujuan  mengidentifikasi  Ruang Terbuka Hijau (RTH) di Kota Semarang. Metoda yang digunakan  untuk mendapatkan data adalah menggabungkan data primer dari kuesioner, pengukuran lapangan dengan data sekunder yang diperoleh dari dokumen buku dan peta. Hasil penelitian menunjukkan bahwa luas RTH di Kota Semarang mencapai 23.146,70 ha atau 61,94 % dari luas kota, ini berarti telah memenuhi ketentuan Undang-undang. Untuk RTH publik, Kota Semarang  belum memenuhi ketentuan, karena RTH publik yang ada hanya seluas 1.483,32  ha atau hanya sebesar 3,97 % dari luas kota. Saran yang diajukan adalah agar Pemerintah Kota Semarang perlu segera  merencanakan penambahan RTH publik sebesar minimal   5.990,76  ha untuk mencapai RTH publik Kota Semarang mencapai 20%. Pengembangan RTH publik dapat dilakukan pada RTH yang semula bersifat privat yang  memiliki luas  relatif besar, yaitu  sebesar  44,7 % dari luas kota. Pengembangan RTH publik ini dapat berupa hutan kota, lapangan bermain, lapangan sepak bola, tempat rekreasi publik dan pemakaman umum. Pengembangan RTH publik juga dapat dilakukan pada sempadan pantai dan sungai, dengan melakukan pengelolaan yang memadai.
The Study of Infrastructures and Riparian Area at Krasak Watershed, Indonesia Ikhsan, Jazaul; Hilmi, Ikhlassul; Harsanto, Puji; Nursetiawan, Nursetiawan
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 2 (2019): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i2.20569

Abstract

Debris flow that cause the eruption Merapi mount in 2010 caused damage at some infrastructure that is on the Krasak River. Some areas had gotten debris flow which was resulting break up the important access street that had been connecting between Yogyakarta and Magelang. Krasak river is one of the rivers that has upstream on the Merapi slope mount and also got impact of debris flow in 2010. This research is aimed to know condition of infrastructure and edge river at the Krasak river after got impact of debris flow. This research is using survey method that directly observes to the object of research for knowing condition infrastructure and edges river with survey form 123. The result of the research is showing some infrastructure river that is getting damage caused of cold lava. Debris flow had happened in the past, so some of infrastructure had been repairing. But there is some infrastructure still has little damage. However, the function of this infrastructure is showing good condition. Condition of edges river are still secure, it happens because the Krasak river had pass through regions plantation, but there is some locations of the settlement is in the riparian area or debris prone area.

Page 24 of 78 | Total Record : 774

 22   23   24   25   26 

Filter by Year

2006 2024


Reset
Filter By Issues
All Issue Vol 26, No 1 (2024) Vol 25, No 2 (2023) Vol 25, No 1 (2023) Vol 24, No 2 (2022) Vol 24, No 1 (2022) Vol 23, No 2 (2021): Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021) Vol 23, No 1 (2021): Jurnal Teknik Sipil dan Perencanaan Vol 23, No 1 (2021) Vol 22, No 2 (2020) Vol 22, No 2 (2020): Jurnal Teknik Sipil & Perencanaan Vol 22, No 1 (2020) Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan Vol 21, No 2 (2019): Jurnal Teknik Sipil & Perencanaan Vol 21, No 2 (2019) Vol 21, No 1 (2019) Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan Vol 20, No 2 (2018): Jurnal Teknik Sipil & Perencanaan Vol 20, No 2 (2018) Vol 20, No 1 (2018) Vol 20, No 1 (2018): Jurnal Teknik Sipil & Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan Vol 19, No 2 (2017) Vol 19, No 1 (2017) Vol 19, No 1 (2017): Jurnal Teknik Sipil & Perencanaan Vol 19, No 1 (2017): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016) Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016) Vol 17, No 2 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 2 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 1 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 1 (2014): Jurnal Teknik Sipil & Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan Vol 14, No 2 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 2 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 1 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 1 (2010): Jurnal Teknik Sipil & Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 1 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 1 (2009): Jurnal Teknik Sipil & Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007) Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan Vol 8, No 2 (2006) More Issue