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Jurnal Teknik Sipil dan Teknologi Konstruksi

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Published by Universitas Teuku Umar

ISSN : 24775258 EISSN : 2502051X DOI : -

Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

Jurnal Teknik Sipil dan Teknologi Konstruksi ini merupakan jurnal yang terbit setiap dua (2) tahun sekali, yaitu Bulan April dan Bulan Oktober. RuangLingkup ilmu yang dapat masuk pada jurnal ini ialah Struktur, Material, Sumber Daya Air, Manajemen dan Transportasi. Artikel yang diterbitkan dalam jurnal ini dire-view oleh para reviewer yang telah berpengalaman. Jurnal Teknik Sipil dan Teknologi Konstruksi ini sangat membantu para pembaca dan penulis untuk mengembangkan keilmuannya.

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 13 Documents

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Search results for , issue "Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi" : 13 Documents clear

Pengaruh Penambahan Serat Polypropylene pada Kuat Tekan Beton Mutu Tinggi Andi Yusra; Lissa Opirina; Andrisman Satria; Isma Isma
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

AbstractThe purpose of this study was to determine the effect of adding polypropylene fibers to compressive strength in high quality concrete. The specifications of polypropylene fiber used is a fiber length of 12 mm, fiber diameter of 18 microns and specific gravity of 0.91 gr / cm3. The concrete mixture design method used was trial and error, the quality of the concrete planned is 60 MPa with Water Cement Ratio 0.25 and the use of superplasticizer with a percentage of 2% of the weight of cement. The coarse aggregate to be used is split with a maximum aggregate diameter of 12 mm, and a palm oil clinkers 15% of the weight of cement. The percentage of polypropylene fiber used is 0.5%, 1%, 1.5% of the weight of cement. As a comparison concrete is made without the addition of fiber which is 0%. Concrete compressive strength testing is carried out at 28 days. The total number of test specimens is 24 cylindrical pieces (Ø15 cm, T = 30 cm). The results obtained from the average compressive strength test results at the percentage of 0%, 0.5%, 1% and 1.5% respectively were 57.35 MPa, 55.74 MPa, 54.87 MPa and 50.54 MPa. The optimum conditions are obtained at a percentage of 0.5%. It can be concluded that the addition of polypropylene fibers and palm oil clinkers on high quality concrete can increase the compressive strength of concrete. Keywords— High Strength Concrete, Fibers Concrete, Polypropylene Fibers, Compressive Strength

Analysis Of Domestic And Non-Domestic Clean Water Needs In Lubuklinggau City, South Sumatera Okma Yendri
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Water is one of the natural resources that have the main function for the life of living things on earth. For this, water must be protected to remain beneficial to the lives of humans and other living things. Central and local governments and the private sector work through the provision of clean water (SPAM / PDAM) to distribute clean water to the community to improve public health. The purpose of this study is to calculate the projected population of the city of Lubuklinggau in 2032, calculate household water needs and analyze Domestic, Non-Domestic Water Needs, Total Water Needs, Water losses, Average Water Needs. The results obtained: a. Projected the population of Lubuklinggau city in 2013 was 213,071 people up by 4.15%, in 2014 it was 217,332 people up by 4.23%, an increase in the population of 0.08%, so that in 2032, the population was 292,256 people; 2013. Household Clean Water Needs are 31,960.63 Liters / day in 2032, is 37,446.97 Liters / day .; Domestic Clean Water Needs, Non-Domestic Water Needs, Total Water Needs, Water Loss, Average Water Needs ie in 2013 there was an increase in the population of 4.15%; in 2014 there was an increase of 4.23 from the previous year, and it is similar. Domestic, Non-Domestic Water Needs, Total Water Needs, Water Loss, Average Water Needs in 2032 were 5.79%, while the highest difference was in 2024 by 2025, by 2026 by 2027, by 2027 by teh year 2028 0.11% difference.Keywords—Domestic, Non-Domestic Water Needs, Total Water Needs, Water Loss, Average Water Needs

Pengaruh Abu Cangkang Kemiri Sebagai Substitusi Agregat Halus (Filler) Terhadap Campuran Lapisan AC-WC Zainal Safariska; Febrina Dian Kurniasari
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Along with the increasing development, there is also an increasing need for basic materials for road pavement construction, so that it is guided to look for other alternatives using available natural resources, to overcome these problems, research is conducted to find alternative asphalt mix materials with various components of waste, one of which the intended component of waste is candlenut shell waste. This study aims to determine the effect of the substitution of the use of hazelnut shell ash as a substitute for filler on the AC-WC layer concrete asphalt mixture. With the addition of candlenut ash starting from 25%, 50%, and 100%. This study refers to the 2010 Revised 3 Bina Marga Specifications. The results showed that the addition of candlenut ash can improve the value of stability. In general, the characteristic value that meets the requirements of Bina Marga (2014) is found in the composition of 25% of the hazelnut shell filler at asphalt content 6.50%, VIM value 3.70%, VMA 19.49%, flow 3.30 mm and stability namely 1541.70 kg.Keywords: Filler, Candlenut Ash, Mixed Characteristics, Stability

FAKTOR PENENTUAN LOKASI PERUMAHAN DENGAN METODE AHP DI KABUPATEN LAMONGAN Hammam Rofiqi Agustapraja; Siti Aminatur Rosidah
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Housing is a very important requirement for the community. The need for housing is increasing. The choice of housing is influenced by many factors, one of which is housing location. In this case, the influence of the location of housing on the Developer is analyzed. Housing location factors have the greatest influence in terms of property project development. This study conducted by a survey as well as distributing questionnaires to respondents registered in Public Housing and Settlements. The data analysis used is the AHP (Analytic Hierarchy Process) method. The results of this study indicate that the most important indicator land prices, environmental atmosphere or environmental conditions that are in the location of the housing, licensing and homeownership loans. Then from the dominant factors that influence the decision of the developer, namely from the aspect of land prices of 100%, from the aspect of the environmental atmosphere by 80%, from the licensing aspect by 50%, and from the aspect of KPR (Public housing loans), by 40%, then from the aspect of road conditions, trade and services by 20% and in terms of aspects of the market segment at 10%.Keyword : Housing Factor, Determination, AHP Method, Location of Housing

PEMANFAATAN BATU GUNUNG BOTTOMALE TORAJA UTARA SEBAGAI CAMPURAN LASTON Rachman, Rais
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Mount Bottomale is located in the District Tondon, South Sulawesi Province which is an area that has a source of material in the form of mountain rocks. The material contained in this mountain is very potential with a considerable amount in supporting the development of the main road construction in the area. Access road to the material collection can be traversed by using two-wheeled and four-wheeled vehicles, although the access road to the location there are still some road damage. This study aims to examine the use of rock material Bottomale Mountain, as a mixture of Laston for AC-WC and AC-BC, with testing conducted on the characteristics of the material with asphalt content variation of 5%, 5.25% 5.5%, 5 , 75%, 6%, 6.25% and 6.5%. Tests conducted on Marshall Conventional and Marshall Immertion. The results of the study show the use of the material of Mount Bottomalefor AC-WC with asphalt content of 6.5% and AC-BC with asphalt content of 5%, resistant to deformation of traffic loads and not changing shape, pavement is not easily cracked because it is not rigid, does not easily occur bleeding, waterproof, has a high durability and is able to prevent wear due to the influence of traffic, the influence of weather and temperature changes during the life of the planKeywords: Utilization, Bottomale, AC-WC, AC-BC.

STUDY KELAYAKAN INVESTASI ALAT BERAT PADA INDUSTRI JASA KONTRUKSI JALAN Edi Mawardi; Zakia Zakia; Bambang Tripoli
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

weight is very important in a construction work. The advantage of using heavy equipment is that it can get the job done faster. The use of heavy equipment that is not right will cause losses in terms of time, technical, and cost. For this purpose the feasibility of investing in heavy equipment is very necessary. A precise and complete analysis of operating costs for the heavy equipment will help the company to make decisions, especially in financial terms. The purpose of this study is to determine the feasibility of heavy equipment investment in the road construction industry. analysis of heavy equipment operating costs, and knowing good machine handling. Cost analysis on heavy equipment, is expected to provide benefits that can be feasible to invest in heavy equipment in the construction services industry. This research was carried out on the Project for Improvement of the Alun-Alun Suka Makmue Road-Phase II Eastern Ring Road, located in the Regency Nagan Raya. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. 738. per hour, motor grader Rp. 572,401 per hour, roller vibrator Rp. 499,735 per hour and water tanker truck Rp. 348,859 per hour. Whereas the economic age calculation is obtained for excavators, namely NVP = - Rp. 336. 421,545 <0 unfeasible, motor graders ie NVP = - Rp. 284. 7095,627 <0 unfeasible, vibrator roller NVP = Rp. 41,266,203> 0 feasible investment and water tanker truck that is NVP = Rp. 29,677,392> 0 feasible investment. The results show that excavator and motor grader heavy equipment has not yet returned capital, while for heavy equipment vibrator rollers and water tankers have returned capital. So for heavy equipment vibrator rollers and water tanker trucks are feasible to be replaced with a new device.Keywords: Heavy Equipment, Investment Feasibility and Operating Costs.

Analisis Produktivitas Pekerja Dengan Konsep Value Stream Mapping Pada Pekerjaan Kolom dan Balok Elizar Elizar
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Labor productivity is an important part of various construction planning to project schedule, quality and cost. Planning project schedules without specifying worker productivity allows a mismatch of duration and group workers' plans for realization. productivity, it is expected to reduce ineffective time and in accordance with the schedule of construction implementation activities.The aim of this study is to know of the labor productivity with approavh value stream mapping. work flow system during construction, analyse labor productivity in the implementation of construction projects and formulate conformity.The results of the research at the Riau High Prosecutor's Project indicate that the average productivity for reinforcing work in the column is 32,314 kg / hour with an average index value of workers of 1,616. The workmanship of column formwork obtained results in an average productivity of 18,184 m2 / hour with an average value of labour index of 0,909 while for column casting work the results showed an average productivity of 21,695 m3 / hour with an average value of labour index of 0,915. In the construction of beam and plate construction the average value of productivity was 20.736 kg / hour with an average index value of 1.037. The workmanship of beam and plate formwork obtained an average yield of 22,256 m2 / hour with an average index value of 1,113 and casting work on beams and plates obtained an average value of productivity of 21,081 m3 / hour with an average index value of 0,964.Keywords—Productivity, Labor, Value, Stream, Mapping

Tinjauan Hambatan Samping Antara SMA Methodist dan SDN 20 Kota Banda Aceh Bunyamin Bunyamin
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Pocut Baren Street was a commercial area, and there were several educational facilities where the traffic lane was used every day. In addition, it was also due to the unavailability of parking lots, so many vehicles parked on the roadside and caused traffic jams. The aim was to study and analyze the side barriers to the performance of the Pocut Baren road section between SMA Methodist and SDN 20 Banda Aceh consisting of traffic volume (Q), side barriers (SCF), capacity (C), and degree of saturation (DS). This research was conducted for 3 days, Monday, Friday and Sunday at peak hours in the morning, afternoon and evening starting from 07.00 - 8.00, 08.00 - 09.00, 12.00-13.00, 13.00-14.00, 15.00-16.00 and 17.00 - 18.00 WIB. The method used was Indonesian Road Capacity Manual (MKJI) 1997. The results showed that the level of service on Monday afternoon with Q = 1866.40 pcu / hour, SCF = 591.9 (H), C = 2349 pcu / hour, and DS = 0.79 was in the D category (near unstable currents). Friday morning, Q = 1789.95 pcu / hour, SCF = 511.6 (H), C = 2349 pcu / hour, and DS = 0.76 included in the D category (near unstable current). On Sunday afternoon, Q = 1719.50 pcu / hour, SCF = 466.4 (M), C = 2349 pcu / hour, and DS = 0.73 including the category C (stable current). Side barriers increased very high due to traffic volume if not controlled by The Government immediately.Keywords— Side barriers, capacity, performance of the Pocut Baren road, degree of saturation

Analisis Karakteristik Pola Sedimentasi dan Perubahan Morfologi Muara Sungai Serayu Novi Andhi Setyo Purwono; Atiyah Barkah; Didit Triyanto; Prengki Handino
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Muara Sungai Serayu is located in the Cilacap district, precisely in the Adipala and Kesugihan districts. When the flow of water enters the estuary there will be a change or transition in the speed of the water flow. Slowing water flow causes sedimentation in the river mouth so that sedimentation occurs at the mouth of the river mouth. The mouth of the Serayu river estuary has undergone a morphological change due to the presence of a sand spit that covers the mouth of the river estuary so that it experiences a diversion to the area. From the results of the SED2D modeling there was a change in the base elevation in the mouth of the river mouth with the existing conditions of 11.79% - 30.20%. In the groundsill planning conditions an increase of 0.35%, resulting in a decrease in elevation of 11.56% - 30.55%. Changes in the base elevation in the jetty planning conditions decreased by 0.47% from the existing conditions, so there was a change in evelation for 1 year amounting to 0.06% - 29.73%. Based on the sedimentation pattern that has been modeled on the groundsill planning conditions and jetty planning conditions by considering changes in the base elevation, then what is used as an estuary safety building is a long type jetty. Before planning the jetty, dredging is needed around the mouth of the Serayu River estuary to a depth of -3.00 m. Keywords—Groundsill, jetty, river estuary mouth Serayu, sediment

PERENCANAAN BANGUNAN PENGENDALI SEDIMEN EMBUNG POMPONG DESA BATU TERING Tri Satriawansyah; Israjunna Israjunna; Eri Alamsyah Putra
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Sedimen adalah material atau pecahan dari batuan, mineral dan material organik yang hanyut dan bergerak mengikuti arah aliran air sungai. Sedimentasi pada embung pompong yang terjadi sebesar 184,812 m3/tahun mengakibatkan pendangkalan sehingga mengurangi kapasitas tampungan air pada embung pompong. Pembangunan pengendali sedimen merupakan salah satu solusi yang dapat dilakukan guna mengendalikan sedimentasi pada sungai. Tujuan dari penelitian ini adalah merencanakan desain bending pengendali sedimen yang aman terhadap stabilitas dengan volume tampungan sedimen terbesar. Metode yang dilakukan dalam penelitian ini adalah membandingkan desain hidrolis bangunan pengendali sedimen pada dua lokasi yang ditentukan (TP 80 dan TP 71), kemudian dilakukan analisis stabililitas berdasarkan gaya-gaya yang terjadi dan volume sedimen yang bias ditampung. Berdasarkan hasil analisis stabilitas pada dua lokasi, didapatkan hasil bahwa pada TP 80 bendung aman terhadap geser, guling, daya dukung dan piping. Volume sedimen yang dapat ditahan sebanyak 905074,74 m3 dan pengendali sedimen akan penuh dengan sedimen setelah 5 tahun. Sedangkan pada lokasi TP 71 sedimen yang dapat ditahan sebanyak 575373,21 m3 dan akan penuh setelah 3 tahun. Pembangunan pengendali sedimen pada TP 80 diharapkan mampu mengurangi sedimentasi yang terjadi pada embung pompong.Kat kunci :sedimen,pengendali sedimen, embung pompong

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Contact Name
Andrisman Satria

Contact Email
andrismansatria@utu.ac.id

Phone
+6285260758733

Journal Mail Official
jurnaltekniksipil@utu.ac.id

Editorial Address
Jl. Alue Peunyareng, Ujong Tanoh Darat, Meureubo, Kabupaten Aceh Barat, Aceh 23681

Location
Kab. aceh barat,

Aceh

INDONESIA