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<![CDATA[Perencanaan Badminton Training Center Di Kabupaten Berau ]]>
<![CDATA[SAPUTRA, WAHYU]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
Publisher : <![CDATA[KURVA S JURNAL MAHASISWA ]]>
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<![CDATA[Perencanaan ini bertujuan untuk mengembangkan prestasi olahraga Di Kabupaten Berau khususnya dalam cabang olahraga Badminton yang dilengkapi dengan sarana dan fasilitas pelatihan badminton untuk remaja usia 12 s/d 17 tahun. Selain itu dilengkapi dengan fasilitas sekolah tempat siswa belajar serta wisma atlet untuk siswa dari luar kota dan tempat tinggal untuk pelatih.               Dengan demikian proses pelatihan dapat berjalan dengan lancar dan dapat mencetak bibit-bibit atlet badminton di Kabupaten Berau.]]>
<![CDATA[ANALISA DIMENSI DINDING PENAHAN TANAH BUKIT PINANG JALAN SURYANATA SAMARINDA ]]>
<![CDATA[ATMAWINATA, ANDRIYAN]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
Publisher : <![CDATA[KURVA S JURNAL MAHASISWA ]]>
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<![CDATA[Andriyan AtmawinataDimensional analysis of Soil Retaining Wall Bukit Pinang Suryanata streetSamarinda city. Avalanche is the removal of material such as soil or rocks coming down a mountain or mountain slopes. Bukit Pinang area is an area with tofografi wavy or in the sense hilly, very vulnerable to landslides. In the event of landslides in this area, the access to the landfill (Landfill) in Samarinda Ulu and to Tenggarong disconnected. Author only planned Retaining Wall Dimensions, for Planning Dimensions retaining wall located on a hill nut using the (Coulomb) to the dimensions of the retaining wall (Retaining wall), the analysis of this construction through phases - phases such, the actual data collection field (topography and soil investigation) to analyze the shape dimension and the stability of the soil bearing capacity. This construction which will withstand landslides. Key words : landslides, retaining walls (retaining wall), the stability of the soil bearing. Longsor adalah pemindahan material berupa tanah atau batuan yang turun kebawah bukit gunung atau lereng gunung. Proses terjadinya longsor akibat adanya air yang meresap didalam tanah yang kemudian menambah bobot tanah. Jika air menembus sampai tanah kedap air maka tanah akan menjadi licin dan tanah pelapukan diatasnya akan bergerak mengikuti lereng dan keluar lereng. Bukit pinang berada pada ruas jalan Suryanata Samarinda yang merupakan akses penting dalam menghubungkan kedua Kota antara Samarinda dan Tenggarong dan juga akses menuju Tempat Pembuangan Akhir (TPA) di kecamatan Samarinda Ulu. Daerah ini adalah daerah yang berbukit – bukit sangat rentan dengan terjadinya tanah longsor. Jika longsor terjadi didaerah ini maka takan memutus jaringan jalan di daerah tersebut. Maka harus dilakukan suatu tindakan yang cepat dan tepat dalam menangani hal ini. Metode yang digunakan untuk pengambilan data tanah dengan menggunakan boring dan sondir yang langsung dilaksanakan dilapangan. Sedangkan metode analisa dimensi dinding penahan tanah menggunakan Coulomb dan tipe dinding penahan tanah adalah Balok Kantilever. Dari hasil perhitungan dapat disimpulkan bahwa dimensi dinding penahan tanah menggunakan Trap dengan tinggi masing – masing 4 meter dan 3 meter. Untuk dinding tinggi 4 meter, lebar badan 3 meter, tebal pelat 1,8 meter sedangkan untuk dinding tinggi 3 meter, lebar badan 1 meter, tebal pelat 1,3 meter. Dengan segmen tinjauan sepanjang 70 meter. Stabilitas dinding penahan tanah aman terhadap geser dan guling.]]>
<![CDATA[PERMODELAN TARIKKAN PERJALANAN TERHADAP PUSAT PENDIDIKAN SMPN 10 SAMARINDA ]]>
<![CDATA[DIETYA SILVA, IRA]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
Publisher : <![CDATA[KURVA S JURNAL MAHASISWA ]]>
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<![CDATA[Area education of SMPN 10 Samarinda represent area which is visited so that causing it attraction attraction journey of which can encumber band jalaur go to centre of activities.Problem that happened at area of SMPN 10 Samarinda have the following Formula Problem 1. As Model Attraction Journey in SMPN 10 Samarinda 2. How Pattern Journey in SMPN 10 Samarinda.For data matching with the problem of accurate by hence researcher use technique data collecting of spreading 150 Sheet of Kuesioner and by holding an interview with family done with a view to get direct Information as for questionnaire at Sheet of Kuesioner and Program of Softwere SPSS used to do Calculation.           Of Visitor data in SMPN 10 Samarinda there are 30 Class with amount of pupil 1005 and teacher 56 soul with total entirety 1061. Result of obtained data of kuesioner there are 2 journey attraction model that is Distance Journey ( X2), Way Of Going to Journey ( X3) so that variable tied to have equation of Y regrensi= 0,271 + 0,026(X2 + 0,839(X3) and Value Test R ( Coefficient of Kolerasi doubled = 0,739. Menunjukan mount [relation/link] of variable dependen ( Variable tied) with independent Variable ( Free Variable) [at] storey;level of Kolerasi Strong [of] menunjukan that 73,9 % from ( variable tied) can be explained by perunahan in Variable Apart Journey ( X2), Way Of Going to Journey ( X3).]]>
<![CDATA[ANALISIS KINERJA PUTAR BALIK (U-TURN) DI RUAS JALAN PAHLAWAN KOTA SAMARINDA ]]>
<![CDATA[IRAWAN, DERRY]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[Growth in the number of vehicle wheels 2 (R2) and 4-wheel vehicles (R4) in Samarinda City continues to increase every year. However, it is not accompanied by increments of roads or road capacity significantly. Consequently, the delay often occurs especially during rush hour (peak hour). This is because the need for the movement of traffic is greater than the level of service of the existing road infrastructure. One of the bottlenecks which are felt by people in Samarinda occurred at Jalan Pahlawan that its land use is commercial environment that is the center of the market activities as well as some educational facilities. Facilities reverse the direction of rotation (U-Turn) in Jalan Pahlawan adjacent to the educational facilities market activity and this causes the vehicle speed when the vehicle stops what did reverse the direction of rotation (U-Turn). The presence of U-Turn This causes delays to vehicles traveling in the direction of the straight.The intent of this research was to determine the performance due to turn around the direction (U-turn) against traffic in JL. Pahlawan Samarinda              Results of the analysis of a U-turn (U-Turn) in two (2) points Jalan Pahlawan Samarinda namely;1. The time between the vehicle with another vehicle (time headway) on average for motorcycles (MC) of 0.501 seconds and the light vehicle (LV) of 6.059 seconds.2. When turning the vehicle will perform round-turn (U-Turn) average of motorcycles (MC) of 5.674 seconds and the light vehicle (LV) of 9.602 seconds3. Service queues round-turn (U-Turn) using the First In First Out (FIFO) averaging motorcycles (MC) amounted to 12.768 and light vehicle (LV) of 1,670 where Ï> 1.0 that occurred queues round reverse direction (U-Turn).]]>
<![CDATA[PERHITUNGAN PRODUKSI ALAT BERAT PADA PEKERJAAN JALAN TALISAYAN KABUPATEN BERAU ]]>
<![CDATA[WAHYUDI PARHAN, ISRA]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[Jalan merupakan suatu prasarana transportasi bagi mobilitas kendaraan angkutan penumpang maupun barang. Fungsi transportasi sendiri adalah memindahkan barang atau orang dari suatu tempat ke tempat lain, dengan cara yang aman, nyaman, lancar dan ekonomis juga sebagai penunjang pariwisata dan sosial budaya serta pertahanan dan keamanan.Alat berat yang dikenal di dalam ilmu teknik sipil adalah alat yang digunakan untuk membantu manusia dalam melakukan pekerjaan pembangunan suatu struktur. Alat berat merupakan salah satu faktor penting di dalam proyek, terutama proyek– proyek konstruksi dengan skala yang besar. Tujuan penggunaan alat–alat berat tersebut untuk memudahkan manusia dalam mengerjakan pekerjaannya sehingga hasil yang diharapkan dapat tercapai dengan mudah dalam waktu yang relatif singkat. Alat berat yang umumnya dipakai di dalam proyek konstruksi antara lain : Bulldozer, Excavator, Compactor, Motor Grader, Dump Truck, Wheel Loader dan lain–lainDalam Tugas Akhir ini , penulis hanya membahas mengenai Pekerjaan galian tanah untuk saluran dan perkerasan agregat klas B sepanjang 15,00 Km (STA 0+000 – STA 15+000) .Pembahasan yang di bahas yaitu menghitung volume pekerjaan galian tanah untuk saluran dan perkerasan agregat klas B, menghitung produksi alat berat yang digunakan , perhitungan waktu pelaksanaan serta biaya pekerjaan galian tanah untuk saluran dan perkerasan agregat kas B.Kemuadian dari hasil perhitungan tersebut kita dapat menentukan berapa jumlah alat berat yang harus digunakan agar efisien dan tepat waktu.]]>
<![CDATA[KAJIAN KAPASITAS TAMPUNG SALURAN DRAINASE JALAN A.W SYAHRANIE – KOTA SAMARINDA ]]>
<![CDATA[Ardiansyah, Dedy]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[Drainage is a way of disposal of excess water which is not desirable in a region, as well as ways of overcoming consequences caused by excess water. The purpose and goal is to remove water drainage above ground level beriebihan, lowering and maintaining the water level inundation rather not happen, so a negative result with the inundation and flood water can be avoided.Segment road drainage A.W. Syahranie - Samarinda is the accent that is often flooded, therefore, in the hope the advice or guidance could be for the government to determine local policy in meticulous in infrastructure as well as the city would anticipate a greater possibility of flooding in the AW Syahranie - Samarinda.The method used to perform data collection method and the method log Gumbel type person.From the results of a calculated discharge rancangn 2,5,10 and 25 years gained value - value on every channel, every channel on the field measurement values obtained calculation results of channel dimensions.]]>
<![CDATA[“ RE-DESAIN STADION RONDONG DEMANG “ “ TENGGARONG “ ]]>
<![CDATA[WIJAYA, TRAMSONI]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[Re-Desain Stadion Rondong Demang Tenggarong  merupakan sebuah stadion olahraga sepak bola di Tenggarong yang didesain ulang di karenakan kondisi stadion jauh dari standar - standar stadion yang baik. Skema perencanaan dan perancangan ini menggunakan beberapa metode, yaitu pengumpulan data primer dan data sekunder. Berdasarkan hasil perencanaan dan perancangan bahwa Re-Desain Stadion Rondong Demang Tenggarong ini dirancang dengan pendekatan konsep moderrn dan peka terhadap lingkungan pada bangunan. Konsep tersebut dibuat dengan tujuan meminimalkan perusakan alam dan lingkungan serta mempertahankan identitasnya sebagai fasilitas Stadion olahraga di Tenggarong.]]>
<![CDATA[DISTRIBUTION NETWORK PLANNING WATER PIPE IN THE DISTRICT OF PEACE VILLAGE Besiq DISTRICT WEST KUTAI. ]]>
<![CDATA[HERMAWAN, WAHYU]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[Clean water is one of the major needs for human survival , the need for bathing , cooking, drinking , etc. However, of the many water contained in the earth is only 3 % in the form of freshwater contained in rivers , lakes , and groundwater.The distribution system strongly supports continuity of flow to the water service in a town , village or settlement population. Concomitant with population growth that resulted also increase demand for water . Shortcomings in terms of quantity , quality and continuity of clean water will lead to life becomes uncomfortable.Some of the problems that arise in meeting the needs of clean water is clean water distribution system to the residential quarters smooth. For not overcome it needed clean water distribution network that is well and able to serve the needs of clean water to residents in the area.So that in the area in the village of Besiq will be Pipelines Distribution Plan for Clean Water . In order to serve the purpose distribution in the village for 10 years.]]>
<![CDATA[PENGARUH VOLUME LALU LINTAS TERHADAP TINGKAT KEBISINGAN PADA JALAN BUNG TOMO SAMARINDA SEBERANG ]]>
<![CDATA[ZULKIPLI, SELAMAT]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[This research stems from the observation volume of traffic in Samarinda Seberang Jalan Bung Tomogrowing dense population and the schools are close to the highway, which serve as the object of research, it iscertainly affect the traffic volume, vehicle speed and the noise that occurs.This study aimed to analyze the level of noise due to vehicle traffic on the road Bung Tomo SamarindaSeberang, create a mathematical model expressing the relation between the level of noise with the volume ofvehicles and analyze equivalence vehicle due to traffic noise. Data analysis using multiple linear regression inSPSS 16.0 for Windows. The data resulting from the analysis include: Value Correlation (correlation) betweenthe independent variables and the dependent variable, level of significance (significance) of each regressioncoefficient, Model Noise Level, Test Data normalcy and the coefficient of determination.Based on the analysis, the highest level of noise of vehicles on the road Bung Tomo Samarinda Seberangamounted to 86.2 dBA. The model best level of traffic noise is noise (Y) = 72.449 - 0,86Volmc + 015Volmc +160Volhv - 023V with R2 = 0,862 X1 is the volume where the value of the motorcycle, light vehicle volume X2and X3 volume of heavy vehicles. Noise equivalent value of each vehicle is for motorcycles: 1.9; light vehicles:1 and heavy vehicles: 0.12. Average speed of 36.38 km / h]]>
<![CDATA[Perhitungan Struktur Komposit Pembangunan Ruang Kelas Baru Smp Negeri 44 Kecamatan Palaran Kota Samarinda ]]>
<![CDATA[DAYAT, WI]]>
<![CDATA[ KURVA S JURNAL MAHASISWA Vol 4, No 2 (2014) ]]>
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<![CDATA[The process of a structure, a process that is focused and detailed, coherent, and repeatedly, in accordance with the function, layout, land-use of the building to be constructed. In the implementation in the field occurred several times repositioning time, so based on the layout of the building will affect the condition of the structural design of the building.Location development planning activities Negri Junior School Building 44 is located on the road Handil Palaran service districts. The collection of data obtained by data retrieval through secondary data is the data that is required to support primary data obtained from the literature, primary data is the collection of data obtained directly in the field.The contents of this thesis was to identify the multilevel structure calculations portal of reinforced concrete and structural elements in it with conventional mechanics calculation based on the SAP Program 2000 Version 14, the design and analysis of reinforced concrete structural components based on SNI 03-2847-2002.From the results of calculations performed by the authors obtained the calculation of reinforced concrete structures can be solved mengggunakan SAP Program 2000 Version 14, since SAP 2000 program is more practical than the other classical methods. As for the process design of reinforced concrete using the greatest moment values from the calculation on each rod which is reviewed by the SAP program, and also for the calculation of reinforced concrete structures it turns out there is little difference in the design of reinforced concrete beam as the dimensions and amount of reinforcement used.]]>
