106 10 2068 Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Tripoli, Tripoli; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Mubarak, Mubarak; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Shofiasti, Yunia; Mahasiswa Magister Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Date A point or period of time associated with an event in the lifecycle of the resource 2013-05-30 Description An account of the resource Abstract : Completion of a construction project generally delivered through two main stages namely pre-construction and construction process. At the pre-construction, one of the activities carried out is- tender of work. Tender is considered as one of importantactivity, because the most responsive contrac- tor is determined at this stage. To be elected as the winner of tender, there are a number of factors that influence. Therefor, this study is aimed to examine the factors that affect the determination of the winning of construction tender. The study focuses on the construction project that was terdered using post qualification method in the Department of Highways and Human Settlements (BMCK) Province of Aceh. Data obtained from the 50 quitionaire delivered to the tender committees and contractors involved in the tenderprocess from year 2006 to 2010. Reference used is the Presidential Decree Num- ber 80 of year 2003 . The results showed that the most influencing factors to determine the winner of the tender related to aspects of the technical requirements and qualifications of contractor. In detail, the four dominant factors respectively are the implementation schedule, technical specifications, personnel qualification, and equipment.Keywords : Determinant factors, the winner, tender, contractorAbstrak: Penyelesaian sebuah proyek konstruksi secara umum melalui dua tahapan utama yakni proses pra konstruksi dan konstruksi. Pada tahap pra konstruksi, salah satu kegiatan yang dilakukan adalah pelelangan pekerjaan. Pelelangan menjadi salah satu tahapan penting mengingat pada kegiatan ini ditentukan pelaksana kegiatan yang terbaik. Untuk dapat terpilih menjadi pemenang pelelangan, ada sejumlah faktor yang memberi pengaruh.Penelitian ini ditujukan untuk mengkaji faktor-faktor yang mempengaruhi penentuan pemenang lelang jasa pelaksana proyek konstruksi.Kajian dilakukan pada pelelangan umum pekerjaan konstruksi menngunakan metode pasca kualifikasidi Dinas Bina Marga dan Cipta Karya (BMCK) Provinsi Aceh. Data diperoleh dari menyebarkan 50kuesioner kepada panitia lelang dan kontraktor yang terlibat pada pelelangan dari tahun 2006 sampai dengan tahun 2010.Acuan yang digunakan adalah Keputusan Presiden Republik IndonesiaNomor 80 Tahun 2003. Hasil penelitian menunjukkan bahwa persyaratan teknis dan kualifikasi menjadi 2 hal yang dikategorikan Sangat Menentukan (SM) untuk menentukan pemenang lelang. Secara rinci, 4 faktor dominan yang menen- tukan dari kedua persyaratan tersebut secara berturut-turut adalah faktor jadwal pelaksanaan, spesifikasi teknis, personil, dan peralatan.Kata kunci :Faktor penentu, pemenang, lelang, pelaksana konstruksi Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1354 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1354/1233 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 299 - 308 2088-9321 Title A name given to the resource FAKTOR-FAKTOR PENENTU PEMENANG PELELANGAN JASA PELAKSANA KONSTRUKSI Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Akoeb, Muhammad Ali; Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2011-09-01 Description An account of the resource Abstract: Purpose of this riset was to determine the value of concrete compressive strength ratio between non-destructive testing of ultra-sonic test method and hammer test with a destructive test is a standard charge of testing. The samples used in the form of a standard cube size 15 cm x 15 cm x 15 cm of 72 specimens consisting of 36 specimens of normal Concrete and 36 specimens  for concrete with the addition of silica fume as much as 9% by weight of cement. Tests conducted on the compressive strength of concrete cube specimens with FAS (Factor Air Cement) variation 0.45, 0.50, and 0.55. Specimens tested at ages 7, 14, and 28 days with the three methods of testing. The result showed that the compressive strength of normal concrete in FAS 0.45 for ultra-sonic testing and hammer tests compared with standard tests have an average ratio value β1 (β ultrasonic) of 1.079 and β2 (β Hammer) of 0.555 in fas 0, 50, the average ratio value β1 ((β ultrasonic) obtained at 0.956 and β2 (β Hammer)  equal to 0.592. At 0.55 fas obtained an average ratio value β1 (β ultrasonic) of 1.586 and β2 (β Hammer) equal to 0.74.While the strength of concrete with the addition of silica fume on fas 0.45 for ultrasonic testing and Hammer compared with a standard load test has an average ratio value β1 (β ultrasonic) and 1.02 for β2 (β Hammer) equal to 0.726. In fas 0.5 average ratio value β1 (β ultrasonic) obtained at 1.026 and β2 (β Hammer) of 0.690. At 0.55 fas obtained an average ratio value β1 (β ultrasonic) of 1.102 and β2 (β Hammer)B2  of 0.83.Keywords : Ultrasonic Test, Hammer Test, Non Destructive Test, Destructive Test, Compressive Strength of Concrete,  Silica Fume.Abstrak: Tujuan penelitian ini adalah untuk mengetahui nilai perbandingan kuat tekan beton antara uji non destructive berupa metode ultrasonic test dan hammer test dengan uji destructive yaitu pengujian pembebanan standar. Benda uji yang digunakan berupa kubus standar ukuran 15 cm x 15 cm x 15 cm, sejumlah 72 buah benda uji yaitu 36 benda uji untuk beton normal dan 36 benda uji untuk beton dengan tambahan silica fume sebanyak 9 % dari berat semen. Pengujian kuat tekan dilakukan terhadap benda uji kubus beton dengan variasi faktor air semen dan umur benda uji. Benda uji  kubus beton untuk faktor air semen 0,45 ; 0,50 dan 0,55 diuji pada saat benda uji berumur 7, 14 dan 28 hari dengan ketiga metode pengujian. Dari hasil penelitian diperoleh bahwa kuat tekan beton normal pada FAS 0,45 untuk pengujian ultrasonik dan hammer dibandingkan dengan pengujian pembebanan standar mempunyai nilai perbandingan rata-rata β1 (β ultrasonic) sebesar 1,079 dan  β2 (β hammer) sebesar 0,555. Pada FAS 0,50,  nilai perbandingan rata-rata β1 (β ultrasonic) yang diperoleh sebesar 0,956 dan β2 (β hammer) sebesar 0,592. Pada FAS 0,55 diperoleh nilai perbandingan rata-rata β1 (β ultrasonic) sebesar 1,586 dan β2 (β hammer) sebesar 0,740. Sedangkan kuat tekan beton additive silica fume pada FAS 0,45 untuk pengujian ultrason Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/776 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/776/716 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 1 (2011): Volume 1, Nomor 1, September 2011; 101 - 115 2088-9321 Title A name given to the resource PERBANDINGAN KUAT TEKAN BETON NORMAL DAN BETON DENGAN BAHAN ADDITIVE SILICA FUME ANTARA UJI NON DETRUCTIVE DENGAN UJI DESTRUCTIVE (SUATU PENELITIAN BETON DENGAN FAKTOR AIR SEMEN 0,45 ; 0,50 DAN 0,55) Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Herlina, Eva; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Aceh Date A point or period of time associated with an event in the lifecycle of the resource 2013-01-01 Description An account of the resource Abstract: Panteriek village is one of the villages located in Lueng Bata sub-district of Banda Aceh that has problem regarding the decline of the groundwater quality. The groundwater contamination is caused by the community activity, resulting domestic waste water channeled to the oxbow area located around the community settlement. Oxbow is a river region which has been cut off its watercourse. The purpose of this research was to make arrangements for groundwater quality management in Panteriek village, Lueng Bata sub-district of Banda Aceh. This research used various methods in accordance with aspects to be investigated, that is, testing the quality of well water belongs to citizens, oxbow and river water, then drawing the contour of the spread of the groundwater flow in research location. The second step was to identify the water usage involving in the usage of groundwater, garbage disposal, environment sanitation, disposal of household wastewater, and physical condition of the wells. The final step was to arrange the strategy plan of groundwater contamination management by using SWOT analysis. From the measurement, it was obtained that the groundwater and oxbow was in Class-C quality category and moderate contamination level. From the groundwater flow contour, it was known that oxbow water filled citizens well. The oxbow and septik tank have contaminated the wells resources. The strategy obtained from SWOT analysis was government institution, along with the community, improving the quality of the groundwater in simple ways. The citizens can implement simple management to increse the quality of well water by applying three methods: aeration, filtration, and disinfection. It is expected that the Local government must  satisfy the sustainability of the water quality reducvement from Water Company to fulfill clean water for Panteriek citizens.Keywords : Groundwater Contamination, Oxbow Area, SWOTAbstrak: Desa Panteriek  adalah salah satu desa di Kecamatan Lueng Bata di Kota banda Aceh  yang mengalami permasalahan mengenai penurunan kualitas air tanah . Pencemaran air tanah  berasal dari aktifitas masyarakat yang menghasilkan air  limbah domestik yang di alirkan ke daerah oxbow yang berada disekitar pemukiman penduduk. Oxbow adalah daerah sungai yang telah ditutup alirannya atau juga disebut dengan sungai mati. Tujuan penelitian ini adalah menyusun langkah-langkah pengelolaan kualitas air tanah di wilayah Desa Panteriek, Kecamatan Lueng Bata Banda Aceh. Penelitian ini diawali dengan melakukan pengujian kualitas air sumur warga, air oxbow dan air sungai untuk mengetahui kualitas air nya, kemudian dilakukan penggambaran kontur penyebaran pencemaran air tanah di lokasi penelitian. Selanjutnya mengidentitifikasi penggunaan air meliputi pemakaian air tanah, pembuangan sampah,  sanitasi lingkungan, pembuangan air buangan rumah tangga, dan kondisi fisik sumur. Terakhir melakukan penyusunan perencanaan strategi pengelolaan pencemaran air tanah di lokasi penelitian  yang menggunakan analisis SWOT (Strengh, Weakness, Opportunity, Threat). Dari hasil pengukuran didapat air tanah dan air sumur berada pada baku mutu kelas C dengan tingkat pencemaran sedang. Dari penggambaran Kontur aliran air tanah diketahui bahwa air oxbow mengisi air sumur warga. Oxbow telah mencemari sumber daya air sumur di lokasi penelitian. Strategi yang didapat dari analisis SWOT adalah  kelembagaan pemerintah bersama-sama masyarakat melakukan perbaikan kualitas air tanah secara sederhana. Warga dapat melakukan pengolahan sederhana untuk memperbaiki kualitas air sumur dengan 3 metoda yaitu aerasi, filtrasi dan desinfeksi. Srategi selanjutnya adalah masyarakat tetap memelihara enceng gondok di kawasan oxbow dan menanam  tanaman akar wangi diperumahan warga untuk mengurangi pencemaran air tanah.Kata kunci : Pencemaran air tanah, daerah oxbow, SWOT. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1027 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1027/968 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 2 (2013): Volume 2, Nomor 2, januari 2013; 181 - 190 2088-9321 Title A name given to the resource STRATEGY OF GROUNDWATER CONTAMINATION MANAGEMENT AT OXBOW AREA OF PANTERIEK VILLAGE, BANDA ACEH MUNICIPALITY Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Tripoli, Tripoli; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-05-01 Description An account of the resource Abstract: The failed of highway construction before completing the life services as planned are generally caused by some factors such as highway drainage problems, flooding of the asphalt surfaces, not good in maintenance of the highway and also the material usage which is not apropriate to the specification. To identify some important factors that influence the life services of the highway contructions, a research of highway construction in Banda Aceh city is conducted. Factors which are used as the variables of this research consist of the apropriate design aspect, a good construction method, strict construction supervision, maintenance of the highway which is suitable with the field condition and service factors that will happen. The research is conducted with the use of quitionare, which involves 45 respondents come from the stakeholders (service users), the consultants, and the contractors. The data is analyzed by using a statistical method with the use of a computerized software SPSS. The result of the analysis shows that all of the five factors studied contribute to the failed of the highway construction before completing the life services as planned. The most influence factors to the life services of the construction is the aspects of service. The relationship between the achievement of complete life service with the five variables in the research is represented by linear regression equation as Y = 0,573 + 0,796 X1  + 0,001 X2  + 0,002 X3 + 0,018  X4 + 0,037  X5Keywords : Live services, highway, the influence factors.Abstrak: Kehancuran konstruksi jalan raya yang tidak  mencapai umur rencana selama ini umumnya disebabkan oleh beberapa faktor seperti permasalahan drainase jalan,  permukaan aspal yang digenangi air, pemeliharaan jalan yang tidak baik serta penggunaan material yang tidak sesuai spesifikasi.   Untuk mengidentifikasi faktor-faktor yang paling  berpengaruh terhadap tidak tercapainya umur rencana pada konstruksi jalan raya, dilakukan kajian pada  konstruksi jalan raya yang ada di Kota Banda Aceh. Faktor yang dijadikan variabel penelitian terdiri dari aspek desain yang benar, metode pelaksanaan yang baik, manajemen pengawasan yang ketat, pemeliharaan jalan yang sesuai dengan lapangan dan faktor layanan yang akan terjadi. Penelitian ini dilakukan dengan membuat dan mengedarkan kuisioner kepada responden, yang terdiri dari para stakeholder (pengguna jasa), konsultan, dan kontraktor, dengan total 45 responden  yang berada di Banda Aceh. Pengolahan data menggunakan metode statistik dengan proses komputerisasi program SPSS. Hasil analisis data menunjukkan kelima faktor tersebut berpengaruh terhadap tidak tercapainya umur rencana jalan raya. Faktor yang paling dominan pengaruh adalah aspek layanan (X5) terhadap umur rencana. Hubungan antara tercapainya umur rencana konstruksi dan kelima variabel  penelitian direpresentasikan oleh persamaan regresi liner sebagai berikut;  Y = 0,573 + 0,796 X1  + 0,001 X2  + 0,002 X3 + 0,018  X4 + 0,037  X5Kata kunci : Umur rencana, jalan raya, faktor yang berpengaruh. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/875 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/875/812 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 259 - 268 2088-9321 Title A name given to the resource IDENTIFIKASI FAKTOR-FAKTOR YANG BERPENGARUH TERHADAP TIDAK TERCAPAINYA UMUR RENCANA PADA KONSTRUKSI JALAN RAYA DI KOTA BANDA ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Chairullah, Banta; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-01-10 Description An account of the resource Abstract: This article report and discussed about analysis result of slope stability of PLN  hill Tower 47F at location Paloh village Krueng Geukuh Aceh Utara.  The tower was built a long time ago on top level of natural hills and in safe condition until now. The study carried out because of hill area out side of tower site 15x15 m will be cut by owner, so that the slope will be sheer and different level toe and top hill will be 15 meters. The analysis methode in this slope stability is used shear strength reduction with finite element methode (SSR-FEM)- PLAXIS 7.2. Computation is carried out with arrange slope variable treatment, with assumption any addition and without addition land area boundaries existing site. The hillside is loaded with point load foundation 100 kN base on the construction tower load. The analysis result indicate that without addition land site, cutting slope of  existing hill cause unsafe slope stability of tower hill. If site expandable 2x10 m become to 35x35m, the slope stability will be safe at slope 78o until to 85o. When addition land site less than 2x10 m, slope will be still safe if at toe of  slope built a kind of gravity retaining wall.Keywords : slope stability, landslide, finite elementAbstrak: Tulisan ini melaporkan dan membahas hasil analisa terhadap lereng bukit tower PLN 47F yang berlokasi di desa Paloh Krueng Geukuh Aceh Utara. Tower PLN 47F tersebut telah dibangun lama di atas sebuah bukit alam dan sampai saat ini dalam kondisi lereng yang cukup aman. Analisa ini dilakukan karena adanya rencana pemotongan bukit milik masyarakan setempat di luar lahan tapak tower 15x15 m sehingga lereng akan menjadi lebih curam dengan beda elevasi puncak dan kaki 15 m . Metode analisa stabilitas lereng yang digunakan dalam studi ini adalah teknik reduksi kekuatan geser metode elemen hingga (SSR-FEM) dengan program PLAXIS. Perhitungan dilakukan dengan mengatur variabel slope lereng, dengan asumsi adanya tambahan perluasan  maupun tanpa ada perluasan lahan  tapak tower. Lereng dibebani oleh beban terpusat pondasi 100 kN sesuai dengan distribusi beban konstruksi tower.  Hasil analisa menunjukkan bahwa tanpa adanya penambahan lahan tapak tower, pemotongan lereng bukit akan membahayakan kestabilan lereng tower. Jika lahan tapak ditambah 2x10 menjadi lahan berukuran 35x35 m, maka lereng bukit tower akan tetap stabil  pada sudut lereng 78o sampai 85o. Jika penambahan lahan  tapak kurang dari 2x10 m, lereng baru akan aman bila pada kaki lereng dipasang dinding penahan tanah (retaining wall) jenis dinding gravitasi..Kata kunci : stabilitas lereng, longsor,  elemen  hingga Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/787 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/787/727 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 2 (2012): Volume 1, Nomor 2, Januari 2012; 117 -130 2088-9321 Title A name given to the resource ANALISA STABILITAS LERENG PADA PEMOTONGAN BUKIT TOWER PLN 47F DESA PALOH KRUENG GEUKUH ACEH UTARA Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Yamali, Fakhrul Rozi; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Batanghari Jl. Letkol. Slamet Ryadi, Broni Jambi Date A point or period of time associated with an event in the lifecycle of the resource 2013-05-30 Description An account of the resource Abstract: Split Mastic Asphalt Mixture using maximum aggregate size 11 mm (SMA 0/11) usually use for new heavy road. Temperature is one of the important factor in compact the mixture.The research of variation in temperature of compaction of SMA 0/11 were conducted in Laboratory of Technology Faculty at University of Batanghari, Jambi. Aim of this research is to know the influence of temperature in compact the SMA 0/11.The variation of temperature in compaction are made with the optimum asphalt content of the SMA 0/11 mixture. Temperature at compaction are variate at 120oC, 130oC, 140oC and 150oC.  The result shows, until temperature  up to 150oC, the Marshal Quotient (MQ) has the highest value, eventhough the Flow at this temperature is the highest one.Keywords : split mastic asphalt 0/11, temperature, Marshall Quotient. Abstrak:CampuranSplit Mastic Asphalt dengan agregat berukuran maksimum 11 mm (SMA 0/11) biasanya digunakan sebagai lapis permukaan jalan baru. Suhu saat pemadatan SMA 0/11 merupakan salah satu faktor penting demi tercapainya spesifikasi yang berlaku.  Penelitian mengenai variasi suhu pemadatan SMA 0/11 telah dilakukan di Laboratorium Fakultas Teknik Universitas Batanghari, Jambi. Tujuan dari penelitian ini adalah untuk mengetahui pengaruh suhu saat pemadatan SMA 0/11 terhadap karakteristik marshall. Variasi suhu pemadatan dilakukan setelah diperoleh kadar aspal optimum untuk SMA 0/11. Suhu pada pemadatan divariasikan pada 120oC, 130oC, 140oC dan 150oC.Hasil penelitian menunjukkan, peningkatan suhu pemadatan sampai 150oC, Marshall Quotient (MQ)masih menunjukkan peningkatan, walaupun Flow pada suhu ini adalah yang tertinggi.Kata Kunci: split mastic aspalt 0/11, Suhu,  Koefisien Marshall Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/1345 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/1345/1224 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 203 - 214 2088-9321 Title A name given to the resource PENGARUH VARIASI SUHU PEMADATAN TERHADAP KARAKTERISTIK CAMPURAN SPLIT MASTIC ASPHALT 0/11 Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Buraida, Buraida; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-05-01 Description An account of the resource Abstract: The successful of a construction project is depends on the effectiveness of resource management, such as human resources as the project’s labor. In order to improve the project productivity, the construction labors are expected to provide a maximum performance in their activities. The labor productivity on construction project is strongly related to the activity that been implemented by the labors which associated to: effective, contributory, and ineffective. The researches on labor productivity has been widely applied, and one of them are carried out by Wibowo and Prasetya (2004) which executed in Surabaya to two mall projects, while in Banda Aceh was applied on the development of Central Drainage office’s Project and Classroom of Faculty of Syariah IAIN Ar-Raniry’s Project. The aim of this researched is to see the effectiveness of the labors on the development of the first floor column in those two projects. The labor effectiveness is clarified in Labor Utilization Rate (LUR). The work sampling method is used in data collecting activity by classify the labors into three different types which are effective, contributory, and ineffective. Based on the researched, the LUR on the first project on normal hours on concrete work were 58.85%, 54.08%, and 63.30%. While on the second project, the LUR were 55.33%, 59.97%, and 59.05%. Those percentages showed the effectiveness of the labors on those construction works.  The LUR over 50% indicate that the labors were working effectively.Keywords: Productivity, labor, Labor Utilization Rate (LUR) Abstrak: Kesuksesan sebuah proyek konstruksi bergantung kepada efektifitas penataan sumber daya, salah satunya sumber daya manusia sebagai tenaga kerja proyek. Tenaga kerja konstruksi dalam melaksanakan aktivitasnya dituntut untuk menghasilkan produksi yang yang maksimal sehingga produktivitas proyek menjadi meningkat. Produktivitas tenaga kerja pada proyek konstruksi berkaitan dengan aktivitas yang dilakukan oleh tenaga kerja yang terbagi kepada effective, contributory, dan ineffective.  Penelitian mengenai produktivitas tenaga kerja telah banyak dilakukan, salah satunya dilakukan oleh Wibowo dan Prasetya (2004) yang dilaksanakan di Surabaya pada dua proyek mall, sedangkan di Banda Aceh  dilakukan pada Proyek Pembangunan Central Drainage Office  dan Proyek Pembangunan Classroom of Faculty of  Syariah IAIN Ar-Raniry. Permasalahan pada penelitian ini adalah untuk mengetahui seberapa besar efektifitas tenaga kerja pembuatan kolom lantai I di kedua proyek tersebut., sedangkan tujuan yang ingin dicapai adalah untuk mengkaji dan membandingkan beasrnya nilai efektivitas tenaga kerja pada keua proyek tersebut. Efektifitas tenaga kerja ini dinyatakan dalam nilai Labor Utilization Rate (LUR). Pengumpulan data menggunakan metode work sampling dengan melakukan pencatatan terhadap aktivitas tenaga kerja dengan menggolongkannya ke dalam tiga jenis aktifitas yaitu effective, contributory, dan ineffective. Berdasarkan hasil penelitian diperoleh nilai LUR pada proyek pertama pada jam normal pada pekerjaan pembesian, bekisting, dan pengecoran berturut-turut adalah 58,85%, 54,08%, dan 63,30%. Sedangkan pada proyek kedua nilai LURnya adalah 55,33%, 59,97%, dan 59,05%. Nilai-nilai persentase di atas menunjukkan besarnya efektifitas tenaga kerja pada pekerjaan tersebut. Nilai LUR yang lebih besar dari 50% menunjukkan bahwa tenaga kerja bekerja secara efektifKata kunci: produktivitas, tenaga kerja, labor utilization rate (LUR) Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/884 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/884/821 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012; 227 - 238 2088-9321 Title A name given to the resource KAJIAN EFEKTIVITAS KEGIATAN TENAGA KERJA PROYEK KONSTRUKSI BERDASARKAN NILAI LABOR UTILIZATION RATE (LUR) Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Rizalihadi, Maimun; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fatimah, Eldina; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Nazia, Lia; Alumni Magister Teknik Sipil Unsyiah Date A point or period of time associated with an event in the lifecycle of the resource 2012-01-01 Description An account of the resource Abstract: Land and water is one of the major natural resource which has an important role for human life. Exploitation of Land use in catchment areas that do not correspond to its carrying capacity or ignore the rules of conservation of soil and water will cause the damage of the land. One of these is degradation due to erosion processes. Erosion can lead to loss of topsoil (top soil) and nutrient elements essential for plant growth. Continuous erosion will also lead to increased sediment transport in rivers or reservoirs that disrupt the capacity of land and water balance of river or reservoir.  At present, land erosion is estimated using USLE method. This method is only limited to the erosion in the form of sheet erosion. The purpose of this study is to determine the influence of rill density on the rate of soil erosion. The research was conducted at the Laboratory of Hidrotechnics, Faculty of Engineering, University of Syiah Kuala,  using test plots of 150 cm length, 80 cm width and 20 cm height planted with elephant grass (Penisetum purpureum). The intensity of the artificial rain was made using a rainfall simulator. Soil erosion is measured at each treatment slope (0o, 10o and 20o), the intensity of rainfall (37.5, 50 and 62.5 mm per 5 minute durations) and rill density (0; 1; 2; and 3 m/m2). The results indicate that increasing rill density can increase the soil erosion compare to USLE method. Therefore, it is necessary to enter the rill density coefficient in the equation when estimating erosion using USLE equation.Keywords : soil erosion, sheet erosion, rill density, USLE, MUSLE, Penisetum purpureum, Rainfall Simulator.Abstrak: Salah satu sumberdaya alam  yang mempunyai peranan penting bagi kehidupan manusia adalah tanah dan air. Penggunaan lahan di daerah tangkapan yang tidak sesuai dengan daya dukungnya atau mengabaikan kaidah-kaidah konservasi tanah dan air akan menyebabkan kerusakan dari lahan tersebut. Salah satu akibat yang ditimbulkan adalah degradasi lahan akibat proses erosi oleh air. Erosi dapat menyebabkan hilangnya tanah lapisan atas (top soil) dan unsur-unsur hara yang sangat penting bagi pertumbuhan tanaman. Erosi secara kontinyu juga akan menyebabkan peningkatan angkutan sedimen pada sungai atau waduk sehingga mengganggu daya dukung tanah dan keseimbangan air disungai atau waduk. Selama ini untuk memperkirakan erosi lahan digunakan metode USLE. Metoda ini hanya terbatas pada erosi dalam bentuk lembar (sheet erosion). Tujuan dari penelitian ini adalah untuk mengetahui sejauh mana pengaruh kehadiran alur (rill) terhadap laju erosi lahan. Penelitian ini dilakukan di Laboratorium Hidroteknik, Fakultas Teknik Universitas Syiah Kuala dengan menggunakan plot uji dengan ukuran: panjang 150 cm x lebar 80 cm x tinggi 20 cm yang ditanami rumput gajah (Penisetum purpureum). Intensitas hujan buatan dibuat dengan menggunakan alat rainfall simulator. Erosi lahan diukur pada setiap perlakuan kemiringan lahan (00, 10o dan 20o), intensitas hujan (37,5; 50; dan 62,5 mm dengan durasi hujan selama 5 menit) dan kerapatan alur (0; 1; 2; dan 3 m/m2). Hasil penelitian menunjukkan bahwa erosi lahan mengalami peningkatan dengan meningkatnya kerapatan alur jika dibandingkan dengan estimasi USLE. Untuk itu, maka diperlukan untuk memasukkan koefisien kerapatan alur pada saat mengestimasi erosi dengan persamaan USLE.Kata kunci : erosi lahan, sheet erossion, rill, USLE, Penisetum purpureum, Rainfall Simulator. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/796 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/796/736 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 2 (2012): Volume 1, Nomor 2, Januari 2012; 215 - 226 2088-9321 Title A name given to the resource KALIBRASI METODE USLE DALAM ESTIMASI EROSI AKIBAT KEHADIRAN ALUR (RILL) PADA SUATU LAHAN YANG DITANAMI RUMPUT GAJAH (PENISETUM PURPUREUM) Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Aulia, Teuku Budi; Pengajar Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2012-09-01 Description An account of the resource Abstract: This research aims to know the influence of the percentage of aggregate amount against the normal concrete compressive strength with a Water Cement Ratio (w/c-ratio) of 0.35; 0.40 and 0.45, in order to obtain the optimum percentage of aggregate amount in the concrete mix. The specimens used in this research were the standard cylinders with a diameter of 150 mm and a height of 300 mm amounting to 90 samples and cubes with a size of 150 x 150 x 150 mm amounting to 54 samples. The maximum aggregate diameter was 25.4 mm with the planned slump of 75-100 mm. Variables in this study were three variations of w/c-ratio and three variations of the percentage of aggregate amount (60%; 70% and 80%). Concrete compression tests were carried out at the age of 7 and 28 days using the compression tester machine with a capacity of 100 ton. The standards used in this research were the American Concrete Institute (ACI), the American Society for Testing and Materials (ASTM), British Standard (BS), and the Indonesia National Standard (SNI). Concrete mix design was done by the method of weight proportion of the material. Cement being used was Portland Cement Type I. To record the data of loads and deformations during testing was used portable data logger. To analyze the effect between determined variables was selected a variant analysis using two ways classification with fixed effect model. Regression analysis used was multiple polynomial regression. Based on the variance analysis results, it is showed that there is a significant influence between the aggregate amount against the concrete compressive strength, with the maximum concrete compressive strengths were obtained at the percentage of aggregate amount of 70% for each w/c-ratio, specimen shape factor and age of testing.Keywords : Compressive strength, aggregate amount, w/c-ratio, specimen shape factor, age of testingAbstrak: Penelitian ini bertujuan untuk mengetahui pengaruh persentase jumlah agregat terhadap kuat tekan pada campuran beton normal dengan Faktor Air Semen (FAS) 0,35; 0,40 dan 0,45, agar diperoleh persentase jumlah agregat dalam campuran beton yang optimal. Benda uji yang digunakan dalam penelitian ini adalah benda uji silinder standar berukuran diameter 150 mm, tinggi 300 mm berjumlah 90 buah dan kubus dengan ukuran 150 x 150 x 150 mm berjumlah 54 buah. Diameter agregat maksimum yang digunakan adalah 25,4 mm dengan tinggi slump rencana 75-100 mm. Variabel pada penelitian ini adalah 3 buah FAS dan 3 variasi persentase jumlah agregat yaitu (60%; 70% dan 80%). Pengujian kuat tekan beton dilakukan pada umur 7 dan 28 hari menggunakan mesin penguji kuat tekan berkapasitas 100 ton. Standar yang digunakan dalam penelitian ini adalah American Concrete Institute (ACI), American Society for Testing and Materials (ASTM), British Standard (BS), dan Standar Nasional Indonesia (SNI). Perencanaan campuran beton dilakukan dengan metode perbandingan berat material. Semen yang digunakan adalah PC (Portland Cement) Tipe I. Untuk mendapatkan data beban dan deformasi pada saat pengujian digunakan portable data logger. Untuk menganalisis pengaruh antar variabel yang digunakan dipilih analisis varian klasifikasi dua arah model efek tetap. Analisis regresi yang digunakan adalah regresi polinomial berganda.Berdasarkan hasil analisis varian ditunjukkan bahwa ada pengaruh yang nyata antara persentase jumlah agregat terhadap kuat tekan beton, dengan kuat tekan beton maksimum diperoleh pada persentase jumlah agregat 70% untuk setiap FAS, faktor bentuk dan umur pengujian.Kata kunci : Kuat tekan, persentase jumlah agregat, FAS, bentuk benda uji dan umur. Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/893 Language A language of the resource en Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 1 (2012): Volume 2, Nomor 1, September 2012; 77 - 88 2088-9321 Title A name given to the resource PENGARUH VARIASI JUMLAH AGREGAT PADA CAMPURAN BETON (MIX DESIGN) TERHADAP KUAT TEKAN BETON Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource e-Journal USK Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Marwan, Marwan; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Isya, Muhammad; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Date A point or period of time associated with an event in the lifecycle of the resource 2011-09-01 Description An account of the resource Abstract: This study aims to evaluate soil liquefaction potential in site when an earthquake shaking. Loss of strength may take place in sandy soils due to an increase in pore pressure. This phenomenon, termed liquefaction, can accur in loose and saturated sands. The increase in pore pressure causes a reduction in the shear strength, which may even  be lost completely. Four soil profiles at the location of Laguna Bridge were selected for investigation. The eartquake data which have radius of 300 km from the bridge location were collected from Klimatology and Geofisics Station in Banda Aceh. The liquefaction potential was evaluated by using six methods. Results showed that by using Kishida method (1969) at bore log point 1,2,3, are generally no liquefaction accured, whereas at bor log point 4 are generally liquefaction accured. Seed and Idriss method (1971) showed no liquefaction, whereas Valera and Donovan (1977) showed liquefaction accured. Seed et. all (1976) showed liquefaction only accured at eartquake magnitude of 8.9 Richter scale, whereas the methods of Whitman (1971) and Castro (1975) are generally no liquefaction accured.Keywords : liquefaction, earthquake, saturated sand, cyclic.Abstrak: Studi potensi likuifaksi bertujuan untuk menganalisis terjadi tidaknya likuifaksi apabila terjadi gempa bumi. Pada suatu lapisan tanah pasir yang jenuh air, getaran-getaran gempa bumi menyebabkan terjadi suatu gejala likuifaksi yang merupakan gejala keruntuhan struktural tanah akibat menerima beban cyclic (berulang). Beban cyclic ini menimbulkan perubahan-perubahan di dalam deposit tanah, berupa peningkatan tekanan air pori sehingga kekuatan geser tanah menjadi berkurang atau hilang (loss strength). Tanah pasir yang kehilangan seluruh kekuatan gesernya akan mencair dan berprilaku seperti fluida. Studi ini dilakukan pada lokasi jembatan Laguna. Struktur lapisan tanah pada lokasi ini berpasir. Berdasarkan data sekunder diperoleh 4 titik bor. Data gempa dalam radius epicenter (R) maksimum 300 kilometer, dan magnitude 5,75 skala Richter dari Banda Aceh diperoleh dari Badan Meteorologi Klimatologi dan Geofisika Stasiun Geofisika Mata ie Banda Aceh (2010), kemudian percepatan gempa rata-rata di permukaan tanah dianalisis dengan menggunakan persamaan percepatan gempa Donovan (1972), Newmark (1968), dan Kawashumi. Potensi likuifaksi dianalisis menggunakan metoda Kishida (1969), Seed & Idriss (1971), Valera & Donovan (1977), Seed et al (1976), Whitman (1971), dan Castro (1975) dengan profil bor log, N-SPT dan magnitude gempa. Hasil studi ini menunjukkan bahwa dengan menggunakan metoda Kishida (1969) pada titik bor 1, titik bor 2 dan titik bor 3 secara umum tidak likuifaksi, sedangkan titik bor 4 secara umum likuifaksi. Metoda Seed & Idriss (1971) memberikan hasil tidak likuifaksi. Metoda Valera & Donovan (1977) secara umum likuifaksi. Metoda Seed et al (1976) memberikan hasil likuifaksi terjadi hanya pada magnitude gempa 8,9 skala Richter di semua titik bor. Sedangkan Metoda Whitman (1971) dan Castro (1975) secara umum tidak likuifaksi.Kata kunci : likuifaksi, gempa bumi, jenuh air, cyclic. Format The file format, physical medium, or dimensions of the resource application/pdf Identifier An unambiguous reference to the resource within a given context http://jurnal.unsyiah.ac.id/JTS/article/view/771 Language A language of the resource eng Publisher An entity responsible for making the resource available Jurnal Teknik Sipil Relation A related resource http://jurnal.unsyiah.ac.id/JTS/article/view/771/711 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 1, No 1 (2011): Volume 1, Nomor 1, September 2011; 39 - 60 2088-9321 Title A name given to the resource ANALISIS POTENSI LIKUIFAKSI PADA JEMBATAN LAGUNA MEURAXA KOTA BANDA ACEH Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article