104 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 Munirwansyah, Munirwansyah; Profesor Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Sundary, Devi; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Nugroho, Gartika Setiya; Jurusan Teknik Geofisika, 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: This study aims to locate the bearing layer below the ground surface at the location of Kuala Shiite district, sub-district and district Ulee Kareng Kuta Alam. The data used is the Cone Penetration Test (CPT) were obtained from the laboratory of Soil Mechanics. The number of points is 38 points sondir. The location coordinates of the point of data collection in the field research carried out by using GPS (Global Positioning System) and the tool is the only satellite navigation system that is functioning properly. Data processing was performed using the surfers. Surfer is one of the software that is used for the manufacture of contour maps and three-dimensional modeling based on the grid, this software is a XYZ plotting tabular data into pieces of irregular rectangular dots (grid) is irregular. Grid is a series of vertical and horizontal lines in a rectangular surfer and used as the basis for forming a three- dimensional contour and surface. The vertical and horizontal lines have points of intersection. At this intersection point Z value is stored in the form of point heights or depths. Gridding is the process of formation of a regular series of Z values from a data is XYZ. The results of this study can be used for buildings or other infrastructure planning in the transition area and the mainland city of Banda Aceh. To determine the subgrade layer (bearing stratum), for building simple to use subsoil with qc = 0-10 kg/cm2. For buildings with load being able to use a layer of soil with qc = 10-50 kg/cm2. For buildings with a large load, it can use a layer of soil with 50-120 kg/cm2 and qc = qc => 120 kg/cm2. This study provides further information about the subsoil to the planner for bearing pile foundation stratum in order to match the load.Keywords : Bearing Layer, Cone Penetration Test, grid, surface, bearing stratum, contour.Abstrak: Penelitian ini bertujuan untuk mencari letak bearing layer di bawah permukaan tanah pada lokasi Kecamatan Syiah Kuala, Kecamatan Ulee Kareng, dan Kecamatan Kuta Alam. Data yang digunakan adalah data Cone Penetration Test (CPT) yang diperoleh dari laboratorium Mekanika Tanah. Adapun jumlah titik sondir adalah 38 titik. Pengambilan data letak koordinat titik penelitian di lapangan dilakukan dengan menggunakan GPS (Global Positioning System) dan alat ini satu-satunya sistem navigasi satelit yang berfungsi dengan baik. Pengolahan data dilakukan dengan menggunakan program surfer. Surfer merupakan salah satu perangkat lunak yang digunakan untuk pembuatan peta kontur dan pemodelan tiga dimensi yang berdasarkan pada grid. Perangkat lunak ini merupakan plotting data tabular XYZ tak beraturan menjadi lembar titik-titik segi empat (grid) yang beraturan. Grid adalah serangkaian garis vertikal dan horizontal yang dalam surfer berbentuk segi empat dan digunakan sebagai dasar pembentuk kontur dan surface tiga dimensi. Garis vertikal dan horizontal ini memiliki titik-titik perpotongan. Pada titik perpotongan ini disimpan nilai Z yang berupa titik ketinggian atau kedalaman. Gridding merupakan proses pembentukan rangkaian nilai Z yang teratur dari sebuah data XYZ. Hasil dari penelitian ini dapat digunakan untuk perencanaan gedung atau infrastruktur lainnya di daerah daratan dan transisi kota Banda Aceh. Untuk menentukan lapisan tanah dasar (bearing stratum), untuk bangunan sederhana menggunakan lapisan tanah dengan qc = 0-10 kg/cm2. Untuk bangunan dengan beban sedang dapat menggunakan lapisan tanah dengan qc = 10-50 kg/cm2. Untuk bangunan dengan beban besar maka dapat menggunakan lapisan tanah dengan qc = 50-120 kg/cm2 dan qc ≥ 120 kg/cm2. Penelitian ini memberikan informasi lebih lanjut tentang lapisan tanah kepada perencana untuk bearing stratum agar dapat ditumpukan fondasi sesuai dengan beban.Kata kunci : Bearing Layer, Cone Penetration Test, grid, surface,lapisan tanah dasar, kontur 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/1351 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/1351/1230 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 269 - 280 2088-9321 Title A name given to the resource INTERPRETASI BEARING LAYER (KONTUR LAPISAN TANAH KERAS) DI BAWAH PERMUKAAN DENGAN PROGRAM SURFER (KECAMATAN : SYIAH KUALA – ULEE KARENG – KUTA ALAM) 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 Masimin, Masimin; 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: Study on rainfall design was conducted by using a time base – annual daily maximum rainfall. A preliminary test was applied to the data set for independency and homogeneity and also for outliers. The probability weighted moments (PWM) was used as a method in frequency analysis and the result was used to define a temporal hourly rainfall distribution. The identification for data distribution showed that the data set tended to follow the Lognormal (LN) and Generalized Extreme Values (GEV) distributions. By using a Peak Block method, a 24 hours of rainfall duration scale consisted of two-sequence rainfall events that the first rainfall peak was reached on the 4th hours and the second rainfall peak was on the 18th hours. The structure of this temporal rainfall distribution, more over, can be used as an input data for the work of flood modelling.Keywords : temporal distribution, probability weighted moments, peak blockAbstrak: Studi perancangan curah hujan dilakukan dengan menggunakan data ’time base’ curah hujan harian maksimum tahunan. Pengujian awal data dilakukan untuk uji independensi, homogeneitas dan data luar (outliers). Metode ’probability weighted moments’ (PWM) diterapkan dalam analisa frekuensi dan hasilnya digunakan untuk menentukan distribusi waktu curah hujan jam-jaman. Identifikasi distribusi menunjukkan bahwa data set cenderung cocok untuk mengikuti distribusi Lognormal (LN) dan distribusi ’Generalized Extreme Values’ (GEV). Dengan menggunakan metode ’Peak Block’ , selama 24 jam terjadi dua hujan yang berurutan dengan puncak hujan pertama dicapai pada jam ke 4 dan puncak hujan kedua terjadi pada jam ke 18. Struktur distribusi waktu curah hujan ini selanjutnya dapat digunakan sebagai data masukan pada kegiatan pemodelan banjir.Kata kunci : distribusi waktu, momen probabilitas, blok puncak 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/773 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/773/713 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; 71 - 80 2088-9321 Title A name given to the resource RANCANGAN DISTRIBUSI WAKTU CURAH HUJAN MENGGUNAKAN METODE MOMEN PROBABILITAS DAN BLOK PUNCAK 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 Mubarak, Mubarak; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Isya, Muhammad; Staf Pengajar Magister Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Sari, Pinta; Badan Perencanaan Pembangunan Daerah (Bappeda) Kabupaten Pidie Jaya 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:Implementation of a construction project faced on many constraints, either within measurement of planning or without measurement of planning.  The constraints have caused holding off for construction project. One of major implication is additional cost needed to complete the project (cost overrun). Based on the problem, the research is aimed to identify the factor that could cause cost overrun, include its implication on highway and bridge construction project in Province of Aceh. The research uses a set of quetionnaire that range non-small qualification of 35 general contractors and 35 consultants. Analysis is accompanied by using some statistic tools; consist of frequency analysis, Relative Important Index (RII) Analyses and Spearman Rank Correlation Analysis. Based on analyses, the research found that the main cause factor of cost overrun are lack of financial controlling, change of design, shortage of material, and change of  material price. lack of  cost  planning and monitoring, lack of equipment, unclear specification, weather condition, insufficient price estimation and high wage labor. Furthermore, the main implication correlated to cost overrun in general are  additional cost , following by contract addendum , and delay to some construction activities.Keywords : cost overrun, project,highway and brideAbstrak: Pelaksanaan pekerjaan proyek konstruksi banyak menemui kendala, baik kendala yang sudah diperhitungkan, maupun yang di luar perhitungan perencana. Kendala itu menjadi penyebab terhambatnya pekerjaan proyek. Salah satu dampak yang timbul adalah tambahan biayapekerjaan proyek (cost overrun).Untuk melihat lebih jauh permasalahan tersebut, penelitian ini ditujukan untuk mengidentifikasi faktor-faktor apa saja yang menjadi penyebab utama dari cost overrunbeserta dampak yang sering ditimbulkannya. Objek konstruksi yang menjadi perhatian adalah proyek konstruksi jalan dan jembatan di Provinsi Aceh. Penelitian ini menggunakan data primer  yang diperoleh dengan cara menyebarkan kuesioner kepada 35 kontraktor dan 35 konsultan berkualifikasi non kecil yang pernah mengalami permasalahan cost overrun dan time overrun untuk jenis pekerjaan yang ditinjau.  Kajian dilakukan menggunakan pendekatan statistik seperti analisis frekuensi, analisis Relative Importance Index (RII) dan analisis korelasi Spearman Rank.Hasil analisis menunjukkan bahwa penyebab utama cost overrundidominasi oleh faktor tidak adanya kontrol keuangan, perubahan desain, kekurangan bahan, dan kenaikan harga material. Lebih jauh, hasil kajian mengidentifikasi sejumlah dampak umum terjadi dalam bentuk bertambahnya biaya pelaksanaan, diikuti dengan addendum kontrak dan penundaan sejumlah pekerjaan (delay).Kata kunci : cost overrun, proyek, jalan dan jembatan 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/1024 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/1024/965 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; 155 - 164 2088-9321 Title A name given to the resource KAJIAN PENYEBAB DAN DAMPAK COST OVERRUN PADA PROYEK JALAN DAN JEMBATAN DI PROVINSI 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 Isya, Muhammad; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Lulusi, Lulusi; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Mukhlis, Mukhlis; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Malikussaleh Kampus Reuleut, Aceh Utara 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: University of Malikussaleh located in the Reuleut Village within approximately 20 kilometers from the town of Lhokseumawe. For students, lecturer and university staff to go to this campus location can use some oftransportation mode, they are: public transport, private cars, and motorcycles. Selection of these modes depend on several factors. For that reason, it is necessary to study of the factors that influence the amount of trip attraction to the campus and create model based user characteristics. The objective this study is to determine the factors that influence the trip attraction to the campus of the University of Malikussaleh and create the transportation model of the trip for each mode. Data sample was collected by using a questionnaire to 349 respondents to construct linear regression model. Trip attraction models obtained are: public transport modes Y1 = -0.19 + 0.14 X1 + 0.54 X5; private car trip attraction models Y2 = 0.10 + 0.20 X1 + 0.01 X4;  motorcycle trip attraction model is Y3 = 4.502 + 0.161 X1 + 0.011 X5, where X1 is the distance of residence, X4 is the age, and X5isthe family income.Keywords : Trip Attraction Model, Public Transport, Private Cars, MotorcyclesAbstrak: Universitas Malikussaleh berlokasi di Desa Reuleut berjarak lebih kurang 20 kilometer dari kota Lhokseumawe. Bagi mahasiswa, dosen dan pegawai untuk mencapai lokasi kampus inidapat menggunakan beberapa moda transportasi, yaitu:angkutan umum, mobil pribadi, dan sepeda motor. Untuk itu perlu dilakukan kajian tentang faktor-faktor yang mempengaruhi jumlah tarikan ke kampus ini berdasarkan karakteristik pengguna moda transportasi yang digunakan.Tujuan penelitian ini adalah untuk mengetahui faktor-faktor yang mempengaruhi tarikan perjalanan ke kampus Universitas Malikussaleh dan membuat suatu  model tarikan perjalanan untuk setiap moda yang ditinjau. Pengambilan data dilakukan dengan penyebaran kuesioner terhadap 349 responden untuk membangun model regresi linier. Model tarikan perjalanan yang diperoleh adalah: moda angkutan umum Y1 = -0,19 + 0,14 X1 + 0,54 X5; model tarikan perjalanan mobil pribadi Y2 = 0,10 + 0,20X1 + 0,01 X4; model tarikan perjalanan sepeda motor  yaitu Y3 = 4,502 + 0,161 X1 +0,011 X5, dimana X1adalah jarak tempat tinggal, X4 adalah umurdan X5pendapatan keluarga.Kata kunci : Model Tarikan Perjalanan, Angkutan Umum, Mobil Pribadi, Sepeda Motor. 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/881 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/881/818 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; 313 - 322 2088-9321 Title A name given to the resource MODEL TARIKAN PERJALANAN KE KAMPUS UNIVERSITAS MALIKUSSALEH BERDASARKAN KARAKTERISTIK PENGGUNA MODA TRANSPORTASI 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 Iswani, Iswani; 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 2012-01-01 Description An account of the resource Abstract: Three beams of Seumantok Kuning (yellow Seumantok) wood connected using clamps wood on side had been tested. The thickness of connected woods were 5x12 cm, mean while the thickness of clamps wood were 2x2,5x12 cm. As connectors were used steel bolt  dimention 1/2² (1,12 cm). As the test fiber parallel tension test, fiber parallel compression test, push out test, bendin test, and bolt tension test. The wood had been tested on air dry condition with moisture content 15,18%; water conten 16,30% . Specific gravity of the wood 0,87. All testing were conducted based on American Society for Testing and Materials (ASTM) 2004.Show that fiber parallel tensile strength 1422,8 kg/cm2 on strain 0,012; fiber parallel compressive strength 423,32 kg/cm 2on strain 0,00479; fleurel strength 585 kg/cm2on strain 0,00257. Steel’s yield strength is 3566,88 kg/cm2on yield strain 0.00255 and steelelasticity modulus 2,018 x 106 kg/cm2. The push out test result of bolt point out strain 0,00317 on load 1040 kg. Data on the beam connection test show that force that avery bolt such 1259,84 kg.Keywords : bolt, yellow Seumantok, flextural, compressive dan tensile strength, steel elasticity modulus.Abstrak: Telah di uji tiga balok kayu Seumantok Kuning yang disambung dengan menggunakan pelat penyambung di samping. Tebal kayu yang disambung 5x12 cm, sedangkan  tebal kayu  penyambung 2x2,5x12 cm. Sebagai alat sambung digunakan baut 1/2² (1,12 cm). Sifat mekanis standar juga diuji tarik dan tekan sejajar serat, push out, lentur,dan uji tarik baja baut. Kayu  diuji pada  kondisi kering udara pada kadar lengas 15,18 % dan kadar air 16,30 %. Berat jenis kayu diperoleh 0,87. Semua pengujian didasarkan pada peraturan American Society for Testing and Materials (ASTM), 2004. Diperoleh  tegangan  tarik sejajar serat 1422,8 kg/cm 2  pada regangan 0,0212, tegangan tekan sejajar serat 423,32 kg/cm 2 pada  regangan 0,00479. Tegangan lentur 585 kg/cm 2 pada  regangan 0,00257. Tegangan luluh baja 3566,88 kg/cm 2 pada regangan  luluh  0,00255 dan  modulus elastisitas baja 2,018x 106 kg/cm2 . Pada uji push out diperoleh regangan baut 0,00317 pada beban 1040 kg. Pada uji sambungan balok gaya yang timbul pada tiap baut sebesar 1259,84 kg.Kata kunci : baut, Seumantok, lentur, tegangan tekan dan tarik, modulus elastisitas baja. 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/793 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/793/733 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; 185 - 194 2088-9321 Title A name given to the resource TEGANGAN DAN GAYA BAUT PADA SAMBUNGAN BALOK KAYU SEUMANTOK 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 Afrizal, Afrizal; Mahasiswa Magister Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Saleh, Sofyan M.; Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fadhly, Noer; 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: The establishment of Lampulo as the fishing industrial area in Banda Aceh spatial improvements in the management of Coastal Fishery Port (PPP) to the Ocean Fishery Port (PPS) affects the growth of traffic volume on Jalan Syiah Kuala. The study was conducted on a segment of the Jalan Syiah Kuala. The research objective is to analyze the performance of road maintenance management, upgrading of roads to assess the feasibility to perform analysis of Vehicle Operating Costs (BOK), the capacity of the road and the IRI (International Rougnhness Index). Analysis based on the guideline calculations in MKJI 1997. The analysis shows that traffic growth is analyzed by the two scenarios, namely the growth of normal (Do Nothing) and the growth development of the area (Do Something). Do Nothing Jalan Syiah Kuala is rising the traffic growth that need to be handled with four alternatives: (1) analysis of the performance of existing road conditions do minimum (2/2 UD) in 2010 to 2014; (2) alternative A handling (2/2 UD) 2015, to 2016, (3) alternative B (4/2 D) in 2017 to 2021 and (4) alternative C (6/2 D) in 2022 to 2024. Jalan Syiah Kuala needs to have a good way of handling to maintain the degree of saturation as the ratio of traffic flow on road capacity remains below 0.75. For the development activity in Lampulo, it needs to be done with four alternatives: 1) analysis of existing road conditions (2/2 UD) of 2010 to 2013; 2) alternative A (4/2 D) 2014, s / d 2019; 3) alternative B (6/2 D) in 2020 to 2021, 4) alternative C (6/2 D) increase the width of the strip in 2022 to 2024. Methods of Syiah Kuala road maintenance carried out by IRI analysis. Routine maintenance of normal growth carried out each year and periodically in 2022, growth in the development of the periodic maintenance performed in 2021. Recommended to the city of Banda Aceh Public Works to manage the handling of Jalan Syiah Kuala future maintenance and reconstruction plans.Keywords : management, street performance, maintenance, financingAbstrak: Penetapan Lampulo sebagai kawasan industri perikanan dalam tata ruang Banda Aceh dengan peningkatan status pengelolaan Pelabuhan Perikanan Pantai (PPP) menjadi Pelabuhan Perikanan Samudera (PPS) berdampak terhadap pertumbuhan volume lalu lintas pada Jalan Syiah Kuala. Penelitian dilakukan pada ruas Jalan Syiah Kuala. Tujuan penelitian adalah menganalisis kinerja jalan terhadap manajemen pemeliharaan, peningkatan jalan dengan mengkaji tingkat kelayakan dengan melakukan analisis Biaya Operasional Kendaraan (BOK), kapasitas jalan dan IRI (Internasional Rougnhness Index). Analisa berdasarkan pedoman perhitungan dalam MKJI 1997. Hasil analisis menunjukkan bahwa pertumbuhan lalu lintas dikaji dengan dua scenario yaitu pertumbuhan normal (Do Nothing) dan pertumbuhan pengembangan kawasan (Do Something). Do Nothing Jalan Syiah Kuala pertumbuhan lalu lintas meningkat sehingga perlu penanganan jalan dengan 4 alternatif, yaitu 1) analisa kinerja jalan kondisi existing do mínimum (2/2 UD) pada tahun 2010 s/d 2014; 2) penanganan alternatif A (2/2 UD) tahun 2015 s/d 2016; 3) alternatif B (4/2 D) tahun 2017 s/d 2021 dan 4) alternatif C (6/2 D) tahun 2022 s/d 2024. Penanganan Jalan Syiah Kuala perlu dilakukan untuk mempertahankan derajat kejenuhan sebagai rasio arus lalu lintas terhadap kapasitas jalan tetap dibawah 0,75. Untuk aktivitas pengembangan kawasan Lampulo perlu dilakukan penanganan jalan dengan 4 alternatif, yaitu 1) analisa jalan kondisi existing (2/2 UD) tahun 2010 s/d 2013; 2)  alternatif A (4/2 D) tahun 2014 s/d 2019; 3) alternatif B  (6/2 D) tahun 2020 s/d 2021; 4) alternative C (6/2 D) penambahan lebar lajur tahun 2022 s/d 2024. Metode pemeliharan Jalan Syiah Kuala dilakukan dengan analisa IRI. Pertumbuhan normal dilakukan pemeliharan rutin setiap tahun dan berkala pada tahun 2022, pertumbuhan pengembangan kawasan dilakukan pemeliharan berkala tahun 2021. Disarankan kepada Dinas PU kota Banda Aceh untuk melakukan manajemen penanganan Jalan Syiah Kuala dimasa mendatang pemeliharaan dan rencana rekontruksi.Kata kunci : Manajemen, kinerja jalan, pemeliharaan, pembiayaan 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/890 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/890/827 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; 45 - 54 2088-9321 Title A name given to the resource MANAJEMEN PENANGANAN KONSTRUKSI JALAN RAYA (STUDI KASUS JALAN SYIAH KUALA 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 Saleh, Sofyan M.; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fadhly, Noer; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Afriyandi, Miswar; Alumni Jurusan 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 Abstrak: Before the Santan Bridge on the T. Panglima Nyak Makam continuation road was completed, the Surabaya bridge on the T. Hasan Dek road is the main route for the movement of the segment between Tgk. Imum Lueng Bata - T. Hasan Dek - T. Iskandar Road in Banda Aceh city. The traffic volume on this road is high, because these segment of roads connecting road users of the area of Lueng Bata - Ingin Jaya and surrounding areas to the education center and offices are located in the city of Banda Aceh. In this study is conducted on the use of alternative road with the assumption that the Santan Bridge has been built and its effect on vehicle operating costs (VOC). Data taken in this study is the data of traffic volume, traffic speed and vehicle cost units. The results of data analysis showed that, the scenarios do nothing has the traffic volume of 1571 passengers car unit per hour (pcu/h), and the capacity of 1427 pcu/h, free flow speed of 50 km/h, the degree of saturation of 1.10, as well as the VOC is Rp. 2,975,114,800, - per year. The scenario do something 1 showed that the traffic volume of 281 pcu/h, the degree of saturation of 0.18, and the savings of VOC of is Rp. 400 103 093, - per year. For scenario do something 2, the traffic volume 530 pcu / h, the degree of saturation is 0.35, and the saving of VOC,is Rp. 756 817 075, - per year. While the capacity and the free flow speed on the scenarios do something 1 and do something 2 respectively for 1520 pcu/h and 54 km/hour. From the comparison of the three scenarios, it can be concluded that the development section of  Jalan T. Panglima Nyak Makam  continuation toward  Meunasah Manyang village reduce traffic volume, the degree of saturation, and VOC on Surabaya Bridges and Surabaya Junction significantly.Keywords: Vehicle Operating Cost, capacity, free flow speed, degree of saturation.Abstrak: Sebelum Jembatan Santan pada terusan jalan T. Panglima Nyak Makam selesai dibangun, maka jembatan Surabaya pada ruas jalan T Hasan Dek merupakan jalur utama untuk pergerakan dari ruas Jalan Tgk. Imum Lueng Bata - T. Hasan Dek - T. Iskandar Banda Aceh. Ruas jalan ini memiliki volume lalu lintas yang tinggi, karena ruas jalan ini menghubungkan pemakai jalan dari kawasan Lueng Bata - Ingin Jaya dan sekitarnya ke pusat pendidikan dan perkantoran yang berada di Kota Banda Aceh. Pada studi ini dilakukan kajian tentang penggunaan jalan alternatif dengan asumsi bahwa jembatan santan telah selesai dibangun dan pengaruhnya terhadap biaya operasional kendaraan (BOK). Data yang diambil pada penelitian ini adalah data volume lalu lintas, kecepatan lalu lintas dan unit-unit biaya kendaraan. Hasil analisis data, pada skenario do nothing diperoleh volume lalu lintas sebesar 1.571 smp/jam, kapasitas 1.427 smp/jam, kecepatan arus bebas 50 km/jam, derajat kejenuhan 1,10, serta BOK sebesar Rp. 2.975.114.800,- per tahun. Volume lalu lintas, derajat kejenuhan, dan penghematan BOK pada skenario do something 1 masing-masing sebesar 281 smp/jam, 0,18, dan Rp. 400.103.093,- per tahun. Volume lalu lintas, derajat kejenuhan, dan BOK pada skenario do something 2 masing-masing sebesar 530 smp/jam, 0,35, dan Rp. 756.817.075,- per  tahun. Sedangkan kapasitas dan kecepatan arus bebas pada skenario do something 1 dan do something 2 masing-masing sebesar 1.520 smp/jam dan 54 km/jam. Dari perbandingan ketiga skenario tersebut, maka dapat disimpulkan bahwa pembangunan ruas Terusan Jalan Panglima Nyak Makam menuju Desa Meunasah Manyang mengurangi volume lalu lintas, derajat kejenuhan, dan BOK pada Jembatan dan Simpang Surabaya.Kata kunci : Biaya Operasi Kendaraan, kapasitas, kecepatan arus, derajat kejenuhan. 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/760 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/760/708 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; 11 - 20 2088-9321 Title A name given to the resource STUDI PENGGUNAAN JALAN ALTERNATIF TERHADAP BIAYA OPERASIONAL KENDARAAN (STUDI KASUS TERUSAN JALAN PANGLIMA NYAK MAKAM MENUJU DESA MEUNASAH MANYANG ACEH BESAR) 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; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fauzi, Amir; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Syahdi, Iwan; Alumni Magister Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala 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: Irrigation efficiency is based on an assumption that part of the amount of water taken will be lost either in the channel or in the field. Irrigation efficiency values specified in the planning and use in Indonesia are greater than some countries in Asia. Hence, in the implementation is the amount of water given not adequateto the field. A large amount of operational water discharge for field processing and paddy growth period on Growing Season 2 (MT) in Pandrah Irrigation undergoes water shortage. Therefore, the tertiary field of Right 3 Tertiary 1 Pandrah Building (BPKn3T1) receives less water. Due to the issue, a research was conducted about distrbuting of irrgation for paddy crop. It was conducted on BPKn3T1 field with 0.12 Ha of the total areas. The measurement of evaporation, evapotranspiration, percolation, effective rainfall and surface runoff used drum technique. To find out the daily rainfall, the researchers used an ordinary pluviometer. Inflow-outflow method was carried on to know the irrigation discharge on the plot of rice field. Based on the research, it is obtained the efficiency values on plot of  rice field (Ea) is 44.50% and total efficiency of  D.I Pandrah is 28.93%. Operational efficiency (Eo) is 37.50%. It shows that the wastage of irrigation water   distribution is 18.66%. In brief, it is necessary to go over the distribution of irrigation water disharge in order to be adjusted to the actual efficiency values in the field.Keywords : irrigation efficiency on  the plot of rice field, distribution of water irrigation, drum technique.Abstrak: Efisiensi irigasi didasarkan asumsi sebagian dari jumlah air yang diambil akan hilang, baik di saluran maupun pada petak sawah. Nilai efisiensi irigasi yang ditetapkan dalam perencanaan dan digunakan di Indonesia lebih besar dari beberapa negara di Asia, sehingga pada pelaksanaan air yang diberikan tidak cukup diberikan pada petak sawah. Besarnya pemberian debit  operasional  untuk pengolahan lahan dan masa pertumbuhan padi pada Musim Tanam (MT) 2 Daerah Irigasi Pandrah mengalami kekurangan air, sehingga pada petak tersier Bangunan Pandrah Kanan 3 Tersier 1 (BPKn3T1) kurang mendapatkan air irigasi. Sehubungan dengan permasalahan tersebut maka dilakukan penelitian pemberian air irigasi dan mengevaluasi efisiensi irigasi pada petak sawah guna memenuhi kebutuhan air irigasi untuk tanaman padi. Penelitian ini dilakukan pada petak sawah BPKn3T1 dengan luas sawah 0.12 Ha. Pengukuran evaporasi, evapotranspirasi, perkolasi, curah hujan efektif dan surface runoff menggunakan metode teknik drum.  Untuk mengetahui  curah hujan harian menggunakan alat penakar curah hujan biasa. Metode inflow-outflow  dilakukan untuk mengetahui debit irigasi pada petak sawah. Dari hasil penelitian diperoleh nilai efisiensi pada petak sawah (Ea) sebesar 44.50 % dan efisiensi total D.I Pandrah 28.93 %. Efisiensi operasional (Eo)  sebesar 37.50 %, hal ini menunjukan pemborosan pemberian  air irigasi sebesar 18.66 %. Perlu adanya peninjauan kembali terhadap debit rencana pemberian  air irigasi agar disesuaikan dengan nilai efisiensi aktual di lapangan.Kata kunci : efisiensi irigasi pada petak sawah, pemberian air irigasi, teknik drum. 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/1028 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/1028/969 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; 191 - 202 2088-9321 Title A name given to the resource STUDI EFISIENSI IRIGASI PADA PETAK SAWAH DI DAERAH IRIGASI PANDRAH 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 Munirwan, Reza P.; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Gunawan, Hendra; 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 2012-01-01 Description An account of the resource Abstract: Aceh – Indonesia, is a province that is prone to the earthquake strike because of the position of it which is close to earth fault. There are subduction tectonic fault, Indo-Australia, Euo-Asia tectonic faults, and Sumatra fault.  The aim of this research was to analyse the probability of sand soil failure (liquefaction potency) as the earthquake strike. The earthquake waves when it reaches the saturated of sand soil layer as a cyclic loads, leads the sand soil layers to fail (soil liquefaction). The soil formation will be change due to the cyclic loads and increase the pore water pressure, as a result the soil shear strength will decrease or even loss strength and becomes like fluida. The location of the research is in Krueng Raya beach in Aceh Besar – Aceh province. The data were obtained from N-SPT test and showed that the soil layers are dominant with sand soil layers. Seed et al (1976) and Castro (1975) were used to analyse the liquefaction potency. The research shows that liquefaction occurs in the depth of 3 m – 15 m for Seed et al (1976) method whereas no indication of liquefaction shows from Castro (1975) methods in any depths.Keywords : Liquefaction, subduction, potential, cyclic load, N-SPT.Abstrak: Aceh – Indonesia, merupakan provinsi yang rawan terhadap gempa dikarenakan antara lain Aceh berada di sekitar pantai barat Sumatera yang merupakan daerah pertemuan dari plat tektonik dasar laut (subduksi), plat tektonik Indo-Australia, Euro-Asia, dan patahan Sumatra Fault yang dapat mempengaruhi gempa. Penelitian ini bertujuan untuk menganalisis potensi keruntuhan struktur tanah pasir (potensi likuifaksi) apabila terjadi gempa bumi. Pada suatu lapisan tanah pasir yang jenuh air, getaran-getaran gempa bumi menyebabkan potensi terjadi suatu gejala likuifaksi yang merupakan gejala keruntuhan struktural tanah akibat menerima beban siklis (berulang). Beban siklis ini menimbulkan perubahan-perubahan di dalam deposit, berupa peningkatan tekanan air pori sehingga kuat geser tanah menjadi berkurang atau bahkan hilang (loss strength) sehingga berperilaku seperti fluida. Studi ini dilakukan pada lokasi pantai Krueng Raya Aceh Besar Provinsi Aceh. Berdasarkan data sekunder N-SPT, diperoleh lubang bor yang struktur tanah per lapisan dominan pasir. Potensi likuifaksi dianalisis dengan menggunakan metode-metode analisis Seed et al., (1976), dan Castro (1975). Hasil studi ini menunjukkan bahwa analisis likuifaksi dengan menggunakan metode Seed et al. (1976) terjadi pada kedalaman 3 m - 15 m dengan magnitude lebih besar dari 7,0 SR. Sedangkan analisis dengan menggunakan metode Castro (1975) pada kedalaman yang sama dengan tinjauan Seed et al (1976) likuifaksi tidak terjadi.Kata kunci : Likuifaksi, subduksi, potensi, beban siklis, N-SPT. 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/788 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/788/728 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; 131 - 142 2088-9321 Title A name given to the resource EVALUASI POTENSIAL LIKUIFAKSI PESISIR PANTAI KRUENG RAYA ACEH BESAR PROVINSI 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 Sugiarto, Sugiarto; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 2311 Furqan, Zianul; Mahasiswa (alumni) 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 2013-05-30 Description An account of the resource Abstract:Increasing the demand of travelers and limited of road supplies are the main crucial problem which is produced transportation related impact such as congestion and crashes. Congestion mainly occurs along urban corridors not only at junctions but also at potential bottlenecks which are temporal capacity of the road diminishing in most cases. The aims of this work is to assess the actual capacity and travel speed at the location of systematic bottleneck by governing simulation approach so called VISSIM 5.40. A selected area of study was at Jalan T. Nyak Ariefin particular at the position of Lamnyong intersection, Banda Aceh (±KM.6). It found that the assessment of the bottleneck capacity at the highest value of 1455 PCU/h (dropped 9-12 per cent) compared to normal condition. Equally patterns, travel speed reduced to 11 km/h or deteriorated to 4-9 per cent. As for the bound of accuracy, validation was conducted by comparing the MOEs value between observed and obtained from the simulator. The validation error was point out 9%, 9%, and 10% for hourly flow rate, travel speed, and travel time respectively, and the validation error denoted that less than 15%. It means that the MOEs value resulted from VISSIM 5.40 simulator is considerably acceptable in particular for practical purposes.     Keywords : congestion, capacity reduction, bottleneck, VISSIM 5.40, MOEs, Validation.  Abstrak: Tingginya permintaan perjalanan (demand) dan terbatasnya ketersediaan infrastruktur jalan menyebabkan permasalahan serius seperti kemacetan dan kecelakaan. Lokasi kemacetan pada jaringan jalan perkotaan tidak hanya terjadi di persimpangan (intersection) namun juga sering terjadi pada lokasi-lokasi yang memiliki potensi terjadinya penyempitan kapasitas (bottleneck). Tujuan dari penelitian ini adalah melakukan assesmen terhadap aktual kapasitas dan kecepatan aliran lalu lintas pada segmen bottleneck sistematis dengan pendekatan metode simulasi menggunakan VISSIM 5.40. Lokasi penelitian dilakukan di Jalan T. Nyak Arief tepatnya di ruas penyempitan jalan simpang Lamnyong, Banda Aceh (±KM.6). Hasil assesmen menunjukkan bahwa pada segmen bottleneck kapasitas terprediksi adalah 1455 smp/jam (terjadi penurunan kapasitas sebasar 9-12%) dari kondisi normal, dan kecepatan pada bottleneck teramati menjadi 11 km/jam, atau terjadi penurunan kecepatan sebesar 4-9%. Hasil validasi menunjukkan deviasi antara teramati dan hasil simulasi untuk volume lalu lintas 9 %, kecepatan 9 % dan waktu perjalanan 10 %. Ketiga parameter tersebut memperlihatkan deviasi hasil validasi dibawah 15%. Maka Measurement Of Effectiveness (MOEs) dengan simulasi VISSIM 5.40 dapat diterima terutama untuk tujuan praktis.Kata kunci : Kemacetan, penurunan kapasitas, bottlenecks, VISSIM 5.40, MOEs, validasi. 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/1346 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/1346/1225 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 215 - 224 2088-9321 Title A name given to the resource ASSESMEN AKTUAL KAPASITAS JALAN PADA SEGMEN BOTTLENECK SISTEMATIS DENGAN PENDEKATAN METODE SIMULASI Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article