Jurnal Teknik Sipil dan Teknologi Konstruksi
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.
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<![CDATA[Stabilisasi Tanah Gambut Dengan Kapur Terhadap Nilai California Beraring Ratio (CBR) ]]>
<![CDATA[Muthia Anggraini]]>;
<![CDATA[Mitra Sari]]>;
<![CDATA[Fadrizal Lubis]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.3902
<![CDATA[The sontang-duri cross road is a causeway that is often traversed by large trucks. The problem that occurs is that the road construction has been destroyed, because this road has a subgrade of peat, where peat soil is considered to be less profitable soil if used as the basis of a road construction. Peat soil has low soil bearing capacity, high water content and high compressibility. The purpose of this study was to determine the percentage value of the California Bearing Ratio (CBR) peat soil stabilized using lime using variations of 5%, 10%, and 15%. The method used for this problem is to carry out chemical stabilization with the mixture of lime. From the results of the tests that have been carried out, the original soil CBR value of 95% maximum dry density was obtained at 1.40%. The addition of lime to peat soil with variations of 5%, 10%, and 15% increased the CBR value. The increase that reaches the requirements to be used as a road subgrade is in the variation of 15%, with a CBR value of 8%. The requirement to be used as a road subgrade is based on the bina marga specification of 6% so it can be concluded that the addition of lime for peat soil stabilization can increase the CBR value.]]>
<![CDATA[ANALISIS DESKRIPTIF EFEKTIFITAS DISTRIBUSI LOGISTIK PASCA BENCANA GEMPA BUMI DI PIDIE JAYA ]]>
<![CDATA[M Isya]]>;
<![CDATA[Sofyan M Saleh]]>;
<![CDATA[Yanyan Rahmat]]>;
<![CDATA[Meidia Refiyanni]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.4443
<![CDATA[Tahapan tanggap darurat bencana merupakan tahap paling kritis dan menentukan dalam keberhasilan recovery akibat terjadinya bencana alam. Korban yang mengalami dampak bencana alam harus secepatnya diberikan pertolongan. Salah satu pertolongan yang penting adalah pendistribuasin bantuan logistik. Salah satu tujuan pendistribusian logistik adalah menyelamatkan jiwa korban yang selamat. Gempa bumi di Kabupaten Pidie Jaya terjadi pada Desember 2016. Dampak bencana terjadinya kehilangan nyawa, harta benda, luka-luka dan trauma psikologis. Pasca bencana telah dilakukan pendistrubusian logistik pada masa tanggap darurat. Untuk itu perlu dilakukan evaluasi untuk melihat sejauh mana efektifitas pendistribusian logistik dan kinerja faktor-faktor yang mempengaruhi pendistribusian logistik tersebut. Untuk itu penelitian ini dilakukan untuk dapat dijadikan pelajaran dan referensi pada masa yang akan datang. Penelitian dilakukan dengan instrumen penelitian berupa kuesioner dengan format pernyataan yang dinilai dengan menggunakan skala likert. Populasi merupakan penduduk Kabupaten Pidie Jaya dan relawan kemanusiaan. Hasil penelitian menunjukkan bahwa efektivitas pendistribusian logistik sudah berjalan dengan baik dan semua kinerja variabel yang mempengaruhi pendistribusian logistik pada masa tanggap darurat juga baik. Kata kunci: Bencana alam, gempa bumi, tanggap darurat, logistik, Pidie Jaya]]>
<![CDATA[DAMPAK PANDEMI COVID-19 TERHADAP ANGKUTAN UMUM ]]>
<![CDATA[Roni Agusmaniza]]>;
<![CDATA[Ferdiansyah Novriza]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.3912
<![CDATA[AbstractThe most noticeable change during the COVID-19 pandemic was that fewer people travel from one place to another unless it was very urgent. This was mainly driven by the government's instruction not to carry out activities outside the home except for vehicles transporting goods. The government appeal decreases public transportation operations and reduces the income of public transportation service providers. This study aimed to determine and analyze the impact of the COVID-19 pandemic on public transportation (passengers and goods) from Aceh Barat to Medan. The descriptive quantitative method was used in this research. Data collection was carried out through direct surveys and questionnaires, which were randomly distributed to public transport drivers (passengers/goods) at the passenger and freight terminals during working hours. The survey data were analyzed using multiple linear analyses with the help of SPSS software to observe the influence of the independent variable (X) on public transportation (passengers/goods) during the pandemic (Y). The results obtained from the analysis indicated that there are several equations obtained, the equation for passenger transportation: Y1 = 0.298 - 0.770X1 + 0.113X6 and the equation for freight transportation: Y2 = 0.113 + 0.546 X3 + 0.338 X6. From this equation, it can be concluded that there is a relationship between the amount of income (X1), travel time (X3), and expenditure costs (X6) on the impact on public transportation during the COVID-19 pandemic. Keywords— Impact of the COVID-19 Pandemic, Passenger Transport, Goods Transport]]>
<![CDATA[PENGARUH VARIASI GRADASI LIMBAH BETON SEBAGAI BAHAN PENGGANTI AGREGAT TERHADAP KUAT TEKAN BETON ]]>
<![CDATA[Farah Aulia Agustina]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.3650
<![CDATA[Pemilihan material dalam pembuatan beton sangat penting untuk mendapatkan mutu beton yang diinginkan. Banyak riset yang dilakukan untuk mengganti material (alam) beton dengan material lain seperti halnya penggunaan material limbah konstruksi (limbah beton). penggunaan material limbah konstruksi (limbah beton) sebagai salah satu alternatif yang cukup memiliki potensi untuk diteliti karena daur ulang beton (limbah beton) masih jarang di lakukan dan masih sedang banyak di uji coba. Untuk itu kami akan mencoba memanfaatkan penggunaan limbah beton sebagai pengganti agregat dalam pembuatan beton baru yang terbaik di mulai dari penentuan ukuran atau gradasi limbah beton sebagai pengganti agregat, yang mempunyai kuat tekan yang memenuhi. Berdasarkan permasalahan di atas maka peneliti ingin mencoba memanfaatkan penggunaan limbah beton untuk mengetahui bagaimana pengaruh gradasi limbah beton sebagai penganti bahan agregat kasar pasir dan kerikil terhadap kuat tekan beton. Berdasarkan hasil penelitian pemakaian limbah beton sebagai pengganti agregat kasar dan halus terhadap kuat tekan beton, dapat di simpulkan bahwa pemakaian limbah beton pasir kasar mempunyai nilai tekan lebih baik yaitu sebesar 15.377 Mpa di bandingkan dengan pemakaian limbah beton pasir halus yang sebesar 13.101 Mpa.]]>
<![CDATA[ANALISA KELAYAKAN JALAN LINGKAR KOTA SLAWI (JALINGKOS) KABUPATEN TEGAL DITINJAU DARI SEGI GEOMETRIK JALAN DAN RENCANA MODA TRANSPORTASI ]]>
<![CDATA[Weimintoro Weimintoro]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.4105
<![CDATA[Proyek Jalan Lingkar Kota Slawi atau selanjutnya disingkat dengan nama (Jalingkos) adalah proyek pembangunan fasilitas umum berupa jalan alternatif yang mengitari Kota Slawi. Pada jalan lingkar Kota Slawi terdapat beberapa tikungan tajam dan simpang sebidang, oleh karena itu, dilakukan penelitian yang bertujuan untuk Melakukan evaluasi pada beberapa titik tikungan pada ruas jalan lingkar Kota Slawi, rencana rekayasa simpang sebidang dan moda transportasi. Metode yang digunakan adalah metode survey dengan mengumpulkan data pada titik tikungan dilapangan dan dibandingkan dengan metode perhitungan Alinemen Horizontal menurut Bina Marga dengan kecepatan rencana 60 km/jam. Hasil dari penelitian menunjukan bahwa titik tikungan Sta. 1+300 (P1-R.103,3), Sta.2 0+300 (P2- R.63,1) dan Sta. 0+100 (P3-R. 102.5) menurut hasil analisis dan perhitungan menggunakan metode Bina Marga dengan kecepatan rencana 60 km/jam tidak sesuai/berbahaya dimana jari-jari titik lengkung tikungan lebih kecil dari Rmin yang ditetapkan oleh Bina Marga yaitu Rmin 112 meter. Pada rekaya simpang sebidang dilakukan pemasangan traffic cone dan water barriel. Moda transportasi yang akan melewati Jalan Lingkar Kota Slawi secara analisi yaitu truck, bus Antar Kota Antar Provinsi (AKAP) wajib melewati jalan lingkar Kota Slawi untuk mobil pribadi dan sepeda motor diperbolehkan melewati kedua jalan tersebut.]]>
<![CDATA[Kapasitas Lentur Balok Beton Ringan Dengan Penambahan Serat Ijuk ]]>
<![CDATA[Mufti Amir Sultan]]>;
<![CDATA[Erwinsyah Tuhuteru]]>;
<![CDATA[M. Fadli Fajar Abdullah]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.4094
<![CDATA[Lightweight concrete is concrete that has a specific gravity that is lighter than ordinary concrete. Lightweight concrete can be interpreted as concrete that has a volume weight between 1400-1850 kg/m3. The use of materials that have a light density in the concrete mix will reduce the overall weight of the concrete, thereby reducing the dimensions of the structure and can reduce structural loads, especially dead loads. Pumice or pumice is an aggregate that is classified as light aggregate. This type of stone is widely spread in the North Maluku region. In this study, pumice stone was used as a coarse aggregate for making concrete, the use of pumice as a coarse aggregate tends to reduce the compressive strength, so fiber fibers were used as an added material to the concrete mixture so that fiber concrete was obtained. . This study uses experimental methods, cylindrical specimens with 15 cm and height 30 cm for compressive strength testing, beam test specimens with a size of 15 cm x 20 cm x 120 cm for flexural strength testing. The reinforcement in the concrete beam is varied with variations of 2 reinforcement, 3 reinforcement and 4 reinforcement. The test results show that the use of palm fiber as an added material for the manufacture of lightweight concrete can increase the compressive strength of concrete by 11.70% against lightweight concrete without fibers. The addition of 4 reinforcement at the bottom of the beam tends to increase the capacity of the lightweight concrete beam by 3.28%.]]>
<![CDATA[PERILAKU SAMBUNGAN BALOK I DAN KOLOM TABUNG BAJA AKIBAT BEBAN SIKLIK ]]>
<![CDATA[Hery Dualembang]]>;
<![CDATA[Muslikh Muslikh]]>;
<![CDATA[Andreas Triwiyono]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.3926
<![CDATA[Using Concrete-Filled Steel Tube (CSFT) as a column component provides many advantages over steel columns and reinforced concrete columns. Steel tube serve as reinforcement as well as formwork for concrete filler material. Besides, restrain effect of steel tube prevent crack in the concrete. The concrete-filler on steel tube prevent local buckling and increases the strength and stiffness of the column. The lack of experience and complexity of the beam-column connection system becomes an obstacle to use the CFST as a column. In addition, strength and stiffness of the connection system on CFST should be sufficient to endure the earthquake loads. This research purpose to find alternate connection of CFST column beams and also to know hysterestis behavior, strength, stiffness and pattern of connection collapse due to cyclic loading. There are two specimens in this research, continuous joint of beam-column steel tube with concrete filler (BKM-T) and continuous joint of beam-column steel tube without concrete filler (BKM-K). BKM-K as a comparator to show an increasing strength and stiffness due to the concrete core. Load cycle of specimens refer to ACI 374.1-05. The test results showed the average maximum load (Ppeak) of 32.59 kN on BKM-K increased to 34.08 kN on BKM-T. Elastic stiffness (Ke) at BKM-K of 0.78 kN/mm increased to 1.08 kN/mm on BKM-T. BKM-T also has a larger hysteretic loop than BKM-K. In addition, BKM-K and BKM-T adequate the strong column weak beam criteria with partial ductility.]]>
<![CDATA[PENGARUH KEEFEKTIFAN TRAFFIC LIGHT PADA SIMPANG BERSINYAL SIMPANG SURABAYA ]]>
<![CDATA[Muhammad Rico Salianto]]>;
<![CDATA[Heru Pramanda]]>;
<![CDATA[Bunyamin Bunyamin]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.4141
<![CDATA[Banda Aceh has unavoidable transportation problems, such as congestion on a number of roads. One of the areas with a fairly high level of congestion and becoming the center of attention is the Simpang Surabaya area, so the Aceh Government decided to build a traffic light at the Simpang Surabaya to prevent congestion and travel delays. The purpose of this study was to review the effectiveness after the presence of a traffic light which includes the performance of the road network and to determine the vehicle speed profile at the crossroads under review. The method used is the 1997 Indonesian Road Capacity Manual. The results obtained are the highest vehicle volume occurs on Monday at the peak hour of the highest vehicle at 07.00 - 08.00 WIB and 08.00 - 09.00 WIB on T. Hasan Dek road at 14976 Kend/hour . The results of calculations using the 1997 MKJI method obtained a total cycle time of 134 seconds and a yellow time of 3 seconds consisting of the T. Hasan Dek road with a red time of 44 seconds, and a green time of 90 seconds, while on the M. Hasan road for a red time of 83 seconds. , and the green time is 50 seconds. On the T. Imuem Lueng Bata road, the red light setting is 99 seconds and the green light is 35 seconds, and on the T. Chik Ditiro road, the red light is 110 seconds and the green time is 24 seconds.Keywords : Performance of Signalized Intersection, MKJI 1997]]>
<![CDATA[Analisa Kuat Tekan Beton Akibat Pengaruh Penggunaan Limbah Batu Bata ]]>
<![CDATA[Okky Hendra Hermawan]]>;
<![CDATA[Muhamad Fajar Sidiq]]>;
<![CDATA[Nadya Safira]]>;
<![CDATA[Aulia Rahman]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.4233
<![CDATA[Concrete is a building material consisting of a mixture of cement, water, fine aggregate, coarse aggregate in a certain ratio. With the number of buildings that use concrete, the demand for concrete increases, and the use of aggregate as a supporting material for concrete increases as well. Innovation in concrete-forming materials can be done by substituting substitute materials, either aggregates or other materials by utilizing the waste that is around us. One of the wastes that can be used around us is brick waste. From the above phenomenon, the researcher will innovate on the concrete constituent materials by utilizing waste bricks as a substitute for fine aggregate to find out how much the compressive strength of concrete is at the age of 7 days and 28 days. The effect of adding brick powder to the concrete mixture resulted in a decrease in the compressive strength of the concrete. The higher the percentage of brick powder added to the concrete mixture, the lower the compressive strength of the concrete will be]]>
<![CDATA[Pengecoran Beton Dalam Air Payau Menggunakan Admixture terhadap Kuat Tarik Belah ]]>
<![CDATA[Teuku Farizal]]>;
<![CDATA[Andi Yusra]]>;
<![CDATA[Firzan Firzan]]>;
<![CDATA[Andrisman Satria]]>
<![CDATA[ Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi ]]>
Publisher : <![CDATA[Universitas Teuku Umar ]]>
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DOI: 10.35308/jts-utu.v7i2.3858
<![CDATA[AbstrakPenelitian ini dilakukan dengan tujuan untuk mengetahui pengaruh penggunaan admixture pada pengecoran didalam air payau tanpa pemadatan. Variasi penambahan admixture adalah 8% dan 12% dari berat semen dan membandingkan dengan pengecoran didalam air payau tanpa penambahan admixture (%) tanpa pemadatan serta membandingkan juga dengan pengecoran tidak didalam air payau tanpa penambahan admixture (%) tanpa pemadatan. Benda uji yang digunakan adalah silider (15 x 30) cm dengan FAS 0,35. Jumlah benda uji dalam penelitian ini adalah 12 buah benda uji untuk pengujian umur 7 hari dan 12 buah benda uji untuk pengujian umur 28 hari. Penelitian ini menggunakan bahan produk PT. Sika Indonesia dengan nama Sikacrete-W. Pengujian dilaksanakan di Laboratorium Bahan dan Konstruksi Fakultas Teknik USK, hasil penelitian menunjukkan bahwa penggunaan admixture sangat berpengaruh pada pengecoran dalam air payau tanpa pemadatan. Besarnya peningkatan pengaruh penggunaan admixture pada pengecoran dalam air payau tanpa pemadatan pada penggunaan admixture 12% baik umur pengujian 7 hari maupun umur 28 hari. Pada umur pengujian 7 hari kuat tarik belah beton rata-rata sebesar 21,69 kg/cm2 dan umur 28 hari sebesar 23,81 kg/cm2. Kata kunci : Pengecoran Dalam Air Payau, Kuat Tarik Belah, Umur Beton. AbstractThis research was conducted with the aim of knowing the effect of using admixture on castings in brackish water without compaction. Variations in addition of admixture were 8% and 12% of the weight of cement and compared with casting in brackish water without the addition of admixture (%) without compaction and also compared with casting not in brackish water without adding admixture (%) without compaction. The test object used is a cylinder (15 x 30) cm with a FAS of 0.35. The number of test objects in this study were 12 specimens for testing the age of 7 days and 12 specimens for testing the age of 28 days. This research uses PT. Sika Indonesia under the name Sikacrete-W. The test was carried out at the Materials and Construction Laboratory, Faculty of Engineering, Syiah Kuala University, the results showed that the use of admixture had a significant effect on casting in brackish water without compaction. The magnitude of the increase in the effect of using admixture on castings in brackish water without compaction was on the use of 12% admixture, both at 7 days of age and 28 days of age. At 7 days of testing, the average split tensile strength of concrete was 21.69 kg/cm2 and at 28 days of age 23.81 kg/cm2. Keywords: Casting in Brackish Water, Split Tensile Strength, Age of Concrete]]>
