105 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 Mutiawati, Cut; 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: Cost control is one of the important thing in construction project. If the cost of construction is uncontrollable, it will cause cost overrun. Cost overrun can be caused by many factors such as material, man power and heavy equipment cost. This research want to investigate the dominant factor that cause cost overrun. Data was collected by  questionaires that consists of 66 Variables. The variables were divided in 3 phases, 33 variables in planning phase, 23 variables in implementation phase and 2 variables in maintenance phase. Assesment of dominant level on this research were carried out in 5 measurement scale: 1 (very not dominan), 2 (less dominant), 3 (rarely dominant), 4 (dominant)  and 5 (very dominant). The  questionaires were distributed to contractor  grade 5, 6 and 7 that execute the construction project in Aceh. Data analysis were done by calculating the  average value (mean). The results shown that there are 51 variables cause of cost overrun with “dominant”  category  consisting of 13 variables at planning phase, 37 variables at implementation phase and 1 variable at maintenance phase with mean of 3,75 ≥ x ≥ 2,5. While 15 variables is categoried as " less dominant". Further more, this research found that there are additional 18 cost overrun variables beyond the questionaires.Keywords : Construction Project, Cost Overrun, ContractorAbstrak: Pengendalian biaya adalah salah satu hal penting dalam proyek konstruksi. Bila biaya konstruksi ini tidak dapat dikendalikan, maka akan menyebabkan cost overrun atau pembengkakan biaya.  Peningkatan biaya dapat disebabkan oleh banyak faktor seperti biaya material, biaya upah dan biaya peralatan berat yang tidak terkontol. Penelitian ini bermaksud  untuk mengetahui penyebab dominan terjadinya cost overrun. Pengumpulan data dilakukan dengan metode penyebaran kuesioner yang berisi 66 variabel penyebab cost overrun. Variabel-variabel tersebut dibagi dalam 3 tahapan yaitu tahap perencanaan, tahap pelaksanaan dan tahap pemeliharaan. Penilaian dilakukan dalam 5 skala pengukuran dari 1 (sangat tidak dominan) sampai 5 (sangat dominan). Kuesioner diisi oleh perusahaan kontraktor grade 5, 6 dan 7 yang menangani proyek konstruksi di Aceh. Analisa data dilakukan dengan cara mencari nilai rerata (mean). Hasil pengolahan data diperoleh variabel yang “dominan” menjadi penyebab cost overrun sebanyak 51 variabel dengan rincian 13 variabel pada tahap perencanaan, 37 variabel pada tahap pelaksanaan dan 1 variabel pada tahap pemeliharaan dengan nilai mean 3,75 ≥ x  ≥ 2,5. Sedangkan 15 variabel termasuk dalam kategori “cukup dominan”. Lebih lanjut terdapat 18 variabel lain yang menjadi penyebab cost overrun selain variabel yang ada pada kuisioner.Kata kunci : Proyek Konstruksi, Cost Overrun, Kontraktor 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/885 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/885/822 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; 239 - 248 2088-9321 Title A name given to the resource PENYEBAB COST OVERRUN PADA PROYEK 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 Kurdi, Kurdi; Alumni Jurusan Teknik Sipil, Fakultas Teknik, Institut Teknologi Bandung (ITB) Budiono, Bambang; Kelompok Keahlian Rekayasa Struktur, Program Studi Teknik Sipil, Fakultas Teknik Sipil dan Lingkungan Institut Teknologi Bandung Yurisman, Yurisman; Staf Pengajar Politeknik Negeri Padang, Kampus Politeknik Limau Manis Padang 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: Eccentrically braced frame type-D (EBF-D) of steel structure  with shear link web stiffener is modeled in this study using MSC Nastran software. The monotonic and cyclic loading will be given under the displacement control. The shear link structure model with the vertical web stiffeners are designed with the spacing accordance to the provisions of AISC 2005. Other model is designed with shear  link web stiffener diagonal with spacing  between 30tw-d/5 to length of link (e) or designed ineligible to AISC 2005. The parameters of EBF-D with web stiffeners will be meansured to : configuration of the web stiffeners, the space of stiffener (a),  length of the link (e), thickness of web link (tw), thickness of flange link (tf) and the thickness vertical web stiffeners (tsv) and diagonal (tsd). The results show that the performance of the portal structure of EBF-D shear link diagonal of web stiffener is  better than vertical web stiffener both in terms of strength, stiffness, ductility and the absorption of energy dissipation due to earthquake loads. Optimal space between vertical web stiffeners using  diagonal  web stiffener is 1.6 by (30tw-d/5) with  minimum thickness of diagonal web stiffener is 5.5 mm or equal which thickness  web  link and thickness minimum  vertical web stiffeners is 8 mm.Keywords : : eccentrically braced frame type-D (EBF-D), shear link, monotonic loading, cyclic loading, diagonal web stiffener , vertical web stiffeners, strength, stiffness, ductility and energy of dissipations.Abstrak: Struktur portal baja Eccentrically Braced Frame type–D (EBF-D) dengan link geser berpengaku badan dimodelkan  dalam penelitian ini menggunakan perangkat lunak  MSC Nastran. Pembebanan diberikan secara monotonik dan siklik dengan kontrol perpindahan.  Model struktur link geser berpengaku badan vertikal didesain dengan jarak pengaku sesuai dengan ketentuan AISC 2005.  Model yang lain didesain menggunakan link geser berpengaku badan diagonal dengan jarak pengaku antara 30tw-d/5 sampai dengan panjang link (e) atau didesain tidak memenuhi syarat AISC 2005. Parameter konfigurasi pengaku badan diagonal, jarak pengaku (a), panjang link (e), tebal badan link (tw), tebal sayap link (tf) dan  tebal pengaku vertikal (tsv) maupun diagonal (tsd) diteliti dalam penelitian ini. Hasil penelitian menunjukkan kinerja struktur portal EBF-D link geser berpengaku badan diagonal lebih baik dibandingkan dengan berpengaku vertikal dari segi kekuatan, kekakuan, daktilitas maupun penyerapan energi dissipasi akibat beban gempa. Jarak optimal antara pengaku badan vertikal yang menggunakan pengaku diagonal diusulkan sebesar 1,6 (30tw-d/5) dengan ketebalan minimum pengaku badan diagonal 5,5 mm atau sama dengan tebal badan dan 8 mm untuk tebal minimum pengaku vertikal.Kata kunci : Eccentrically Braced Frame type–D (EBF-D), link geser, beban monotonik, beban siklik, pengaku badan diagonal, pengaku badan vertikal, kekuatan, kekakuan, daktilitas dan energi dissipasi. 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/1019 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/1019/960 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 2088-9321 Title A name given to the resource KAJIAN NUMERIK JARAK PENGAKU BADAN DIAGONAL LINK GESER PADA STRUKTUR BAJA ECCENTRICALLY BRACED FRAME TYPE–D 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; Pengajar Jurusan Teknik Sipil Fakultas Teknik Universitas Syiah Kuala Sundary, Devi; 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 2013-11-12 Description An account of the resource Abstract: This research aims to evaluate effect of soil plasticity index (PI) to California Bearing Ratio (CBR) value. The soil sample that to be used for the research was taken from Neuheun Village, Mesjid Raya Subdistrict, Aceh Besar District. Based on AASHTO soil classification, the soil sample was Group A-7-6, wereas based on USCS soil classification, the soil was sandy clay of CL symbol. Soil specimen for Disturbed Sample (DS) and Undisturbed Sample (UDS) were 20 samples respectively, 10 of unsoaked samples and 10 of soaked samples with waiting period of 4 days. The result of research shows there is a linier correlation of CBR to PI, i.e., CBR = - 0,990 PI + 28,79; R2 = 0,868 for unsoaked and DS (Disturbed Sample). For unsoaked and UDS (Undisturbed Sample), the linear correlation results CBR = - 0,464 PI + 10,60; R2 = 0,728. The result of research also shows there is a linier correlation of CBR to PI for soaked and DS (Disturbed Sample). , i.e., CBR = - 0,673 PI + 15,88; R2 = 0,706. For soaked and UDS (Undisturbed Sample), the linear correlation results CBR = - 0,132 PI + 3,625; R2 = 0,887. It can be conclused that CBR value for all tested samples in this research influenced by soil plasticity index. The higher soil plasticity index resulted the lower CBR value.Keywords : CBR value, soil plasticity index, soaked and disturbed sampleAbstrak: Penelitian ini bertujuan untuk mengetahui hubungan nilai CBR (California Bearing Ratio) dengan indeks plastisitas (Plasticity Index, PI) tanah. Tanah yang digunakan pada penelitian ini berasal dari Desa Neuheun Kecamatan Mesjid Raya Kabupaten Aceh Besar. Lokasi tersebut merupakan lereng gunung yang rawan terjadinya longsor. Kawasan ini telah digunakan sebagai sarana transportasi untuk menuju quarry yang terletak di ujung kawasan beberapa kompleks perumahan penduduk yang belum diketahui kekuatan daya dukung tanah dasarnya. Menurut klasifikasi AASHTO tanah Desa Neuheun tergolong jenis tanah lempung dengan simbol kelompok A-7-6, sedangkan menurut klasifikasi USCS tanah tersebut termasuk golongan tanah lempung berpasir dan diberi simbol CL. Pengujian CBR dilakukan dengan menggunakan alat uji CBR. Jumlah benda uji pada masing-masing tanah terganggu (Disturbed Sample, DS) dan tidak terganggu (Undisturbed Sample, UDS) 20 sampel, 10 sampel untuk benda uji  tidak terendam dan 10 sampel untuk benda uji rendaman dengan masa tunggu 4 hari yang diikuti dengan pengukuran nilai pengembangannya. Hasil penelitian memperlihatkan bahwa hubungan nilai CBR tidak terendam dengan PI sampel tanah menunjukkan adanya hubungan linier dengan persamaan CBR = - 0,990 PI + 28,79; R2 = 0,868 pada sampel tanah terganggu dan CBR = - 0,464 PI + 10,60; R2 = 0,728 pada sampel tanah tidak terganggu.   Hubungan nilai CBR terendam dengan indeks plastisitas sampel tanah juga menunjukkan hubungan linier dengan persamaan CBR = - 0,673 PI + 15,88; R2 = 0,706 pada sampel tanah terganggu dan CBR = - 0,132 PI + 3,625; R2 = 0,887 pada sampel tanah tidak terganggu. Dengan demikian dapat disimpulkan bahwa berdasarkan persamaan yang didapat dari hasil hubungan linier, nilai CBR pada setiap lokasi pengambilan sampel tanah dipengaruhi oleh nilai indeks plastisitas tanah. Semakin tinggi nilai indeks plastisitas tanah maka nilai CBR semakin rendah.Kata kunci : Nilai California Bearing Ratio, indeks plastisitas, tanah terganggu dan terendam 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/894 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/894/830 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; 97 - 104 2088-9321 Title A name given to the resource HUBUNGAN NILAI CALIFORNIA BEARING RATIO DENGAN INDEKS PLASTISITAS TANAH DESA NEUHEUN 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 Sundary, Devi; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Jl. Tgk. Syeh Abdul Rauf No. 7, Darussalam Banda Aceh 23111 Marwan, Marwan; Jurusan 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: This research aims to evaluate effect of soil plasticity index (PI) to shear strength parameters, e.i. the angle of shearing (φ) and cohesion value (c). The soil sample that to be used for the research was taken from Neuheun Village, Mesjid Raya Subdistrict, Aceh Besar District. Based on AASHTO soil classification, the soil sample was Group A-7-6, wereas based on USCS soil classification, the soil was sandy clay of CL symbol. Soil specimen for Undisturbed Sample (UDS) and Disturbed Sample (DS) were 20 samples respectively, each sample was made to be three sub samples. The result of research shows there is a linier correlation of shearing angle to PI, i.e., φ = -1,3783 PI + 34,345; R2 = 0,6939 for Undisturbed Samples (UDS) and φ = -1,7089 PI + 51,963; R2 = 0,7488 for Disturbed Samples (DS). The result of research also shows there is a linier correlation of cohesion value to PI, i.e., c = - 0,0952 PI + 2,5246; R2 = 0,7489 for UDS and c = -0,142 PI + 4,3785; R2 = 0,8741 for DS. It can be conclused that shear strength parameters for all tested samples in this research influenced by soil plasticity index. The higher soil plasticity index resulted the lower Shear Strength Parameters φ and c .Keywords : shear strength parameters, soil plasticity index, undisturbed and disturbed sampleAbstrak: Penelitian ini bertujuan untuk mengetahui hubungan nilai parameter kuat geser, yaitu: sudut geser (φ) dan nilai kohesi (c) dengan indeks plastisitas (Plasticity Index, PI) tanah. Tanah yang digunakan pada penelitian ini berasal dari Desa Neuheun Kecamatan Mesjid Raya Kabupaten Aceh Besar. Lokasi tersebut merupakan lereng gunung yang rawan terjadinya longsor. Kawasan ini telah digunakan sebagai sarana transportasi untuk menuju quarry yang terletak di ujung kawasan beberapa kompleks perumahan penduduk yang belum diketahui kekuatan daya dukung tanah dasarnya. Menurut klasifikasi AASHTO tanah Desa Neuheun tergolong jenis tanah lempung dengan simbol kelompok A-7-6, sedangkan menurut klasifikasi USCS tanah tersebut termasuk golongan tanah lempung berpasir dan diberi simbol CL. Pengujian kuat geser dilakukan dengan menggunakan alat uji Triaksial. Jumlah benda uji pada masing-masing tanah tidak terganggu (Undisturbed Sample, UDS) dan tanah terganggu (Disturbed Sample, DS) 20 sampel, tiap sampel dibuat menjadi tiga sub sampel. Hasil penelitian memperlihatkan bahwa hubungan nilai sudut geser dengan PI sampel tanah menunjukkan adanya hubungan linier dengan persamaan φ = -1,3783 PI + 34,345; R2 = 0,6939 untuk tanah UDS dan φ = -1,7089 PI + 51,963; R2 = 0,7488 untuk DS. Hubungan nilai kohesi dengan indeks plastisitas sampel tanah juga menunjukkan hubungan linier dengan persamaan c = -0,0952 PI + 2,5246; R2 = 0,7489 pada sampel tanah tidak terganggu dan c = -0,142 PI + 4,3785; R2 = 0,8741 pada sampel tanah terganggu. Dengan demikian dapat disimpulkan bahwa berdasarkan persamaan yang didapat dari hasil hubungan linier, nilai parameter kuat geser pada setiap lokasi pengambilan sampel tanah dipengaruhi oleh nilai indeks plastisitas tanah. Semakin tinggi nilai indeks plastisitas tanah maka nilai parameter kuat geser φ dan c semakin rendah.Kata kunci : parameter kuat geser, indeks plastisitas, tanah tidak terganggu dan terganggu. 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/1350 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/1350/1229 Source A related resource from which the described resource is derived Jurnal Teknik Sipil; Vol 2, No 3 (2013); 259 - 268 2088-9321 Title A name given to the resource KORELASI Ø DAN C PADA UJI TRIAKSIAL DENGAN INDEKS PLASTISITAS TANAH DESA NEUHEUN 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 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 2011-09-01 Description An account of the resource Abstract: This article research about  so far soft clay soil can be  utilized for material of construction road.  Soil that used in this reseach is soft clay soil  CL group in classification USCS   and included A-7-6 according to AASHTO classification system. CBR value of this soil is very weak  that is 1,29%. In the original condition, this soil isn’t appropriate because not specified for subgrade of construction road. This Soft Clay soil is stabilizied with portland cement  in  content 3% until to 15% of dry weight of soil with interval each 3%. The strength value of soil that mentioned is California Bearing Ratio (CBR), whereas main phisical properties is anlyzed about changed plastisity index of soil stabilization. The result of this research indicate that soft clay soil at 6% cement stabilization can be used as material of construction road  for subgrade and subbase as spesified by AASHTO and Bina Marga determination. In fact that at mixed cement 12 %, the soil-cement stabilization can be appropriate for base coure of construction road.Keywords : stabilization, soft clay, CBR Abstrak: Penelitian ini menelaah sejauh mana tanah lempung lunak dapat dimanfaatkan untuk material jalan raya. Tanah yang dijadikan bahan penelitian adalah jenis tanah lunah yang menurut sistem klasifikasi USCS tergolong tanah lempung  CL  dengan plastisitas sedang dan menurut sistem AASHTO termasuk A-7-6. Nilai CBR tanah asli ini sangat lemah yaitu terukur 1,29% yang artinya tidak memenuhi persyaratan untuk sugrade jalan. Tanah tersebut kemudian distabilisasi dengan semen portland pada kadar 3% sampai 15% terhadap berat kering tanah dengan interval semen setiap 3%. Nilai kekuatan yang diukur adalah CBR, sedangkan sifat fisis utama yang ditelaah adalah perubahan sifat plstisitas tanah hasil stabilisasi. Hasil penelitian menunjukkan bahwa tanah lunak yang dicampur 6% semen dapat dimanfaatkan sebagai material konstruksi jalan raya baik untuk subgrade maupun untuk subbase sesuai persyaratan Bina Marga dan ketentuan AASHTO, bahkan pada campuran 12% semen dapat digunakan untuk material pondasi atas (base course) jalan raya.Kata kunci : stabilisasi, lempung lunak, CBR 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/772 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/772/712 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; 61 - 70 2088-9321 Title A name given to the resource STABILISASI TANAH LEMPUNG LUNAK UNTUK MATERIAL TANAH DASAR SUB GRADE DAN SUB BASE JALAN RAYA 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 Majid, Ibnu Abas; Staf Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Malahayati, Nurul; Staf 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 2013-01-01 Description An account of the resource Abstract: In any construction project there are often a changes or commonly referred to as variation orders. These changes vary from a change related to the drawings or specifications changes that may affect the scope of work of the project. Often the issues on variation orders at a construction projects may affect the implementation of the project performance and the performance of the contractor in carrying out the project. This study aimed to identify the factors arising from variation order on the implementation phase of a construction projects. Primary data collection is used to obtain data and to identify the characteristics factors respondent to variation orders by distributing questionnaires to 95 respondents consisting of owners, contractors, and consultants who manage a construction project in the province of Aceh from the period 2009-2010 in the department of Public Works (Bina Marga and Cipta Karya). Data processing is conducted by using a statistical method which consists of reliability analysis, frequency analysis, analysis of the Relative Importance Index and Spearman rank correlation analysis and computational tools utilizing the SPSS software version 16.0 and Microsoft Excel 2007. Based on the research results it obtained top 5 factors that occurred to the addition of the variation order. These factors are the  time, schedule delay completion, increase costs, claims and disputes as well as late payment of contractors..Keywords : variation order, project constructionAbstrak: Dalam setiap proyek konstruksi sering terjadi perubahan atau yang biasa disebut dengan variation order. Perubahan ini bervariasi dari adanya suatu perubahan yang berkaitan dengan gambar atau spesifikasi hingga perubahan yang dapat mempengaruhi lingkup pekerjaan dari suatu proyek.  Sering terjadinya masalah variation order pada pelaksanaan proyek konstruksi dapat mempengaruhi kinerja proyek dan kinerja kontraktor dalam melaksanakan proyek.  Penelitian ini bertujuan untuk mengidentifikasikan faktor-faktor yang timbul akibat terjadinya variation order  pada tahap pelaksanaan proyek konstruksi. Pengumpulan data primer untuk mendapatkan data karakteristik responden dan identifikasi faktor akibat terjadinya variation order menggunakan penyebaran kuisioner kepada 95 responden yang terdiri dari owner, kontraktor, dan konsultan yang pernah mengelola proyek konstruksi di Provinsi Aceh pada kurun waktu tahun 2009-2010 pada dinas Bina Marga dan Cipta Karya.  Pengolahan data dilakukan dengan menggunakan metode statistik yang terdiri dari analisis reliabilitas, analisis frekuensi, analisis Relative Importance Index dan analisis korelasi rank spearman serta memanfaatkan alat bantu komputasi yaitu software SPSS Versi 16.0 dan Microsoft Excel 2007. Berdasarkan hasil penelitian diperoleh 5 faktor teratas akibat yang terjadinya variation order yaitu penambahan waktu, tertundanya jadwal penyelesaian, penambahan biaya,  klaim,  dan perselisihan serta keterlambatan pembayaran kontraktor.Kata kunci : variasi order, akibat, pelaksanaan, proyek 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/1023 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/1023/964 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; 147 - 154 2088-9321 Title A name given to the resource KAJIAN AKIBAT VARIATION ORDER PADA TAHAP PELAKSANAAN PROYEK KONSTRUKSI 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 Ashari, Gumala; Dinas Bina Marga dan Cipta Karya Aceh Anggraini, Renni; Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Nurlely, Nurlely; 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: Population growth to increase the demand for housing, urban and transportation facilities. The more increasing number of people residing in one area will the more problem occurr. This study aimed to obtain the activity-based models of trip generation and identify the factors that influence the trip by residential complex in the District of Darul Imarah which can be done by anticipated problem that will happen in the future. Primary survey conducted by filling out the questionnaire on 250 families that residing in the three residential areas, namely: Meusara Agung Residence, Rahmi Permai Residence and Aron Residence. The results of the questionnaire will be tabulated into independent dependent variable, and then analyzed by using SPSS-18 program. The equations of regression will used to model the rise of the trip based on the activities of the Darul Imarah District. The results of this study expected to obtain three models of trip activities, namely: mandatory activity  that consist of work activity (Y1) and school activity (Y2) with regression model equation : (Y1) = -0,133 + 0,108 X1 + 0,495 X3 + 0,061 X5 + 0,096 X6 + 0,328 X8 ; (Y2) = -0,125 + 0,656 X2 + 0,040 X5 + 0,279 X6,  maintenance Activity that consist of shopping activity (Y3) dan escorting (Y4) with regression equation : (Y3) =  0,267 + 0,480 X6 + 0,291 X9 ; (Y4) = 0,306 + 0,337 X6 + 0,230 X7 + 0,247 X5 + 0,124 X3 and discretionary activity that consist of happy Activity (Y5), activity of social visit (Y6), recreation  activity(Y7) with regression equation: (Y5) = -0,235 + 0,421 X6 + 0,335 X4 ; (Y6) = 0,268 + 0,410 X6 + 0,30 X8 + 0,778 X9 ; (Y7) = 0,571 + 0,571 X4 + 0,285 X6 + 0,369 X9.Keywords : trip demand modeling, mandatory activities, maintenance activities, discretionary activities.Abstrak: Pertambahan penduduk meningkatkan kebutuhan akan perumahan, sarana kota dan transportasi. Semakin banyaknya jumlah penduduk yang bertempat tinggal dalam suatu wilayah akan menimbulkan masalah baru. Penelitian ini bertujuan untuk mendapatkan model kebutuhan pergerakan berbasis aktivitas dan mengidentifikasi faktor-faktor yang mempengaruhi terjadinya pergerakan oleh penghuni komplek perumahan di Kecamatan Darul Imarah yang nantinya dapat dilakukan ramalan untuk mengantisipasi permasalahan yang akan terjadi dimasa yang akan datang. Survei primer dilakukan melalui pengisian kuesioner pada 250 keluarga yang bertempat tinggal di ketiga kawasan perumahan yaitu : Perumahan Meusara Agung, Perumahan Rahmi Permai dan Perumahan Arun. Hasil dari kuesioner ditabulasikan menjadi variabel bebas dan variabel terikat, kemudian dianalisis menggunakan program SPSS-18. Persamaan regresi digunakan untuk memodelkan kebutuhan pergerakan berdasarkan aktivitas pada komplek perumahan Kecamatan Darul Imarah. Hasil dari penelitian ini diharapkan diperoleh tiga kelompok model aktivitas pergerakan yaitu : aktivitas mandatory yang terdiri dari aktivitas bekerja (Y1) dan aktivitas sekolah (Y2) dengan persamaan model regresi : (Y1) = -0,133 + 0,108 X1 + 0,495 X3 + 0,061 X5 + 0,096 X6 + 0,328 X8 ; (Y2) = -0,125 + 0,656 X2 + 0,040 X5 + 0,279 X6,  aktivitas maintenance yang terdiri dari aktivitas belanja (Y3) dan escorting (Y4) dengan persamaan regresi : (Y3) =  0,267 + 0,480 X6 + 0,291 X9 ; (Y4) = 0,306 + 0,337 X6 + 0,230 X7 + 0,247 X5 + 0,124 X3 dan aktivitas discretionary yang terdiri dari aktivitas refresing (Y5), aktivitas kunjungan sosial (Y6), aktifias rekreasi (Y7) dengan persamaan regresi : (Y5) = -0,235 + 0,421 X6 + 0,335 X4 ; (Y6) = 0,268 + 0,410 X6 + 0,30 X8 + 0,778 X9 ; (Y7) = 0,571 + 0,571 X4 + 0,285 X6 + 0,369 X9.Kata kunci : Model kebutuhan pergerakan, aktivitas mandatory, aktivitas maintenance, aktivitas discretionary. 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/880 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/880/817 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; 299 - 312 2088-9321 Title A name given to the resource PEMODELAN KEBUTUHAN PERGERAKAN BERBASIS AKTIVITAS DARI KOMPLEK PERUMAHAN DI KECAMATAN DARUL IMARAH KABUPATEN 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 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 2012-01-10 Description An account of the resource Abstract:In 2010 the Government of the Republic of Indonesia issued a new rule through Perpres RI No. 54/2010 for the Procurement for Goods / Services which became effective since Jan­uary 1, 2011 and repeal Keppres RI No. 80/2003 and all amendments thereto. In the implementa­tion of these regulations occurs many problems and conflicts at procurement process such as anarchy, perform of improper rebuttal, etc. This matter was indicated due tolow level of understanding to the regulation by the contractors. To avoid the things mentioned above, it is necessary to study or analysis the contractors understanding level of the regulation about to the procurement process. In conducting this analysis, the method used is a statistical me­thod of reliability analysis, descriptive analysis and analysis of variance. The analysis per­formed to the study on understanding level  and the benefits gained fromPerpres RI No. 54/2010 on variables :  , Selection Methods forContractors, Bid Documents Delivery Methods, Bid Document Evaluation Methods, Contractor Qualification, Refutation and Rebuttal. The scale used for measuring this studyis the Likert scale. From the results of this analysis, known that the highest level of understanding ison  factor and the lowest level of understanding ison the Bid Document Evaluation Methods factor. While the highest level of benefits gained per­ceived by contractors is on the  factor and the lowest level of benefits gained by contractors is on  Refutation and Rebuttal factor.Keywords : Procurement, Understanding, Benefits,ContractorAbstrak: Pemerintah Republik Indonesia pada tahun 2010 kembali ingin mengoptimalkan proses pelelangan dengan menerbitkan peraturan baru melalui Peraturan Presiden Nomor 54 tahun 2010 tentang Pengadaan Barang/Jasa Pemerintah yang mulai berlaku efektif sejak tanggal 1 Januari 2011 dan mencabut Keputusan Presiden Nomor 80 tahun 2003 beserta seluruh perubahannya. Dalam pelaksanaan peraturan tersebut masih banyak terjadi permasalahan dan konflik pada pelelangan seperti tindakan anarkis, cara melakukan sanggahan yang tidak tepat dan lain-lain. Hal ini diindikasikan disebabkan oleh kurangnya pemahaman penyedia jasa terhadap peraturan tersebut. Untuk menghindari hal-hal tersebut diatas maka perlu dilakukan kajian atau analisis tentang pemahaman penyedia jasa terhadap proses pelelangan menurut Perpres tersebut. Dalam melakukan analisis ini, metode yang digunakan adalah metode statistik yaitu analisis reabilitas, analisis deskriptif dan analisis varians. Analisis dilakukan pada kajian pemahaman dan manfaat Peraturan Presiden No 54 Tahun 2010 pada variabel Harga Perkiraan Sendiri (HPS), Metode Pemilihan Penyedia Jasa Konstruksi, Metode Penyampaian Dokumen Penawaran, Metode Evaluasi, Kualifikasi, Sanggahan dan sanggahan banding. Skala yang digunakan untuk pengukuran adalah skala Likert. Dari hasil analisis ini diketahui nilai tingkat pemahaman tertinggi terdapat pada faktor Harga Perkiraan Sendiri (HPS) dan nilai pemahaman terendah terdapat  pada faktor Metode Evaluasi Penawaran. Sedangkan nilai  manfaat tertinggi yang dirasakan oleh kontraktor terdapat pada faktor pertimbangan Harga Perkiraan Sendiri (HPS) dan nilai manfaat terendah terdapat pada faktor Sanggahan/Sanggahan BandingKata kunci : Pelelangan, Pemahaman, Manfaat, Kontraktor. 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/792 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/792/732 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; 173 - 184 2088-9321 Title A name given to the resource KAJIAN PEMAHAMAN DAN MANFAAT BAGI KONTRAKTOR TERHADAP PROSES PELELANGAN MENURUT PERPRES R.I NO. 54/2010 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 Anggraini, Renni; Staf Pengajar, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Fadhly, Noer; Staf 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 2011-09-01 Description An account of the resource Abstract: Delay and queue in signalized intersection are often occurred due to the improper setting in the signal cycle, in particular during peak hour. As such, it may influence the level of service (LOS) of the intersection. Shockwave methode is commonly used to estimate delay and queue in intersection along with its LOS. In this research, we identified that particular case in one signalized intersection in Banda Aceh, known as Simpang Jambo Tape. Shock wave estimation was performed at two particular approaches, i.e. Jl. M. Daud Beureueh and Jl. T. Hasan Dek. The results showed that both approaches were stil able to serve traffic flow on a peak hour. Delay at Jl.. M. Daud Beureueh were 40,63 second/pcu and 41,13 second/pcu for  lane I and lane II respectively. Accordingly, delay at Jl.. T. Hasan Dek showed similar results,  40,67 second/pcu and  43,65 second/pcu for lane I and lane II respectively. Based on the delay values, the LOS of both approaches were D.Keywords : signalized intersection, delay, queue, shockwave, level of service (LOS)Abstrak: Tundaan dan antrian yang timbul pada simpang bersinyal sering kali disebabkan oleh pengaturan waktu yang tidak tepat pada siklus lampu lintasnya, terutama pada jam puncak. Hal ini berpengaruh terhadap tingkat pelayanan pada persimpangan. Metode gelombang kejut sering digunakan untuk mengetahui tundaan dan antrian pada persimpangan, juga untuk mengetahui tingkat pelayanannya. Pada penelitian ini, ingin diketahui tundaan dan antrian yang terjadi pada salah satu simpang bersinyal di kota Banda Aceh, yaitu simpang Jambo Tape. Perhitungan gelombang kejut dilakukan pada dua lengan, yaitu pada Jl. M. Daud Beureueh dan Jl. T. Hasan Dek. Hasil yang diperoleh menunjukkan kedua lengan masih mampu melayani arus lalulintas pada jam puncak. Tundaan yang terjadi pada dua lajur Jl. M. Daud Beureueh adalah 40,63 dan 41,13 detik/smp. Hasil yang sama juga ditunjukkan pada kedua lajur Jl. T. Hasan Dek, yaitu 40,67 dan 43,65 detik/smp. Dengan demikian maka tingkat pelayanan pada kedua jalan tersebut adalah berada pada Tingkat Pelayanan D.Kata kunci : simpang bersinyal, tundaan, antrian, gelombang kejut, tingkat pelayanan 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/758 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/758/707 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; 1 - 10 2088-9321 Title A name given to the resource TINJAUAN TINGKAT PELAYANAN SIMPANG BERSINYAL DENGAN METODE SHOCKWAVE (STUDI KASUS SP. JAMBO TAPE-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 Husin, Saiful; Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Malahayati, Nurul; Pengajar Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala Anggraini, Aldalina; Mahasiswi 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 2012-09-01 Description An account of the resource Abstract: This study aims to assess the impact of disaster risk in Ie Pasee, Mireuk Lamreudeup Village, Baitussalam subdistrict, Aceh Besar district, so as to obtain a conclusion that the project fits in the implementation of mitigation. The expected benefits of this study are that it can be used as a model example of strategies used for disaster management. The scope of research includes the study of the impact of disaster risks can be determined so that the appropriate priority construction projects. Planned management of the project only at the stage of preparation and planning cycle and process Engineering System for implementation of disaster mitigation. The data required for this research was primary and secondary form of data, obtained from the Village Apparatus and discussions with the community. The results of studies that influence the risk of disasters: the tsunami and earthquake, earthquakes, inundation, fire, drought, dengue fever, and pest plants. Disasters are a priority to be addressed is a pool with a probability level value of 4 (four) namely:  high possibility (60-80% for next year, or once every 10 years), and the risk level value of 4 (four), namely: Severe (60-80% area destroyed). In a disaster of catastrophic risk assessment results can be concluded that the Beneficiaries needs: the construction of drainage, planting tree, litter shelters, disaster preparedness training, mutual cooperation and socialization and that the priority is the construction of drainage with the results of pair wise ranking methods - charting obtain the largest number is: 105 votes.Keywords : Risk, Disaster, Project, ConstructionAbstrak: Penelitian ini bertujuan untuk mengkaji risiko bencana yang berpengaruh di Dusun Ie Pasee, Desa Mireuk Lamreudeup, Kecamatan Baitussalam, Kabupaten Aceh Besar, sehingga memperoleh suatu kesimpulan proyek yang cocok dalam pelaksanaan mitigasi. Adapun manfaat yang diharapkan dari kajian ini adalah dapat dijadikan suatu contoh model strategi yang digunakan untuk penanggulangan bencana. Ruang lingkup penelitian mencakup kajian risiko bencana yang berpengaruh sehingga dapat ditentukan prioritas proyek konstruksi yang sesuai. Direncanakan manajemen proyek hanya pada tahap persiapan dan perencanaan dalam siklus dan proses Engineering System untuk pelaksanaan mitigasi bencana. Data–data yang diperlukan untuk penelitian ini adalah berupa data Primer dan Skunder, diperoleh dari Aparatur Desa dan juga hasil diskusi bersama masyarakat. Hasil dari kajian risiko bencana yang berpengaruh adalah: tsunami dan gempa bumi, gempa bumi, genangan, kebakaran, kemarau, demam berdarah, dan hama tanaman. Bencana yang menjadi prioritas untuk ditangani adalah genangan dengan tingkat probabilitas bernilai 4 (empat) yaitu: kemungkinan besar (60 – 80% terjadi tahun depan, atau sekali dalam 10 tahun mendatang), dan tingkat bahaya bernilai 4 (empat) yaitu: Parah (60 – 80% wilayah hancur). Dalam penanggulangan bencana dari hasil penilaian risiko bencana dapat disimpulkan bahwa masyarakat memerlukan pembangunan drainase, penanaman pohon, tempat penampungan sampah, pelatihan kesiapsiagaan bencana, gotong royong dan sosialisasi, dan yang menjadi prioritas adalah pembangunan drainase dengan hasil metode pairwise ranking – charting memperoleh angka terbesar yaitu: 105 suara.Kata kunci : Risiko, Bencana,  Proyek, 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/889 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/889/826 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; 33 - 44 2088-9321 Title A name given to the resource KAJIAN RESIKO PADA TAHAP PRA BENCANA UNTUK PENENTUAN PRIORITAS PROYEK KONSTRUKSI Type The nature or genre of the resource info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article