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Ma'ulfi Kharis Abadi
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Jl. Ciwaru Raya No.73, Cipare, Kec. Serang, Kota Serang, Banten 42117
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Journal of Sustainable Civil Engineering (JOSCE)
ISSN : -     EISSN : 26562766     DOI : -
Journal of Sustainable Civil Engineering (JOSCE) adalah jurnal yang dikelola oleh program studi teknik sipil Universitas Banten Jaya. JOSCE terbit pertama kali pada tahun 2019. Materi yang dibahas dalam Journal of Sustainable Civil Engineering (JOSCE) antara lain engineering, civil engineering, building, architecture, contruction, material cienve, nanotechnology, physics, transportation.
Articles 64 Documents
PERENCANAAN FONDASI POERPILECAP PADA REHABILITASI PEMBANGUNAN GEDUNG DISKOMINFO 3 LANTAI KOTA SERANG PROVINSI BANTEN NILA Prasetyo Artiwi; Gunawan M Noor; Muhammad Sidik
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Abstract

The foundation is a construction at the base of the structure / building (substructure) which functions to carry the load from the upper structure to the subsoil below without causing soil shear failure and excessive land settlement / foundation. The construction of the Communication and Information Office Building is located on Jalan Jenderal Sudirman No.25, Serang City, Banten Province, the office uses the foundation of a poer pile cap. But in its implementation there are deviations so that it needs to be re-planned. The parameters calculated and planned are the dimensions of the pile cap, the pile cap and the carrying capacity of the foundation arising from the structural load on it and the quality of the concrete that should be used. The purpose of the re-planning research is to obtain a calculation analysis of differences pile cap structure before and after re-planned. The building has a length (P) of 16 m, building width (L) 12 m. After calculation using the ETABS v.16 program, the original design of the previous foundation thickness (hf) is 500 mm, concrete quality (fc ') 19.3 Mpa (K-225), foundation support strength (Pu) is unknown, and after review, foundation thickness (hf) to 600 mm, concrete quality (fc ') 26.4 Mpa (K-300), and foundation support strength (Pu) 4,207.50 KN.
PERENCANAAN JALAN BETON TANPA TULANGAN PADA KAWASAN INDUSTRI KRAKATAU STEEL KOTA CILEGON Telly Rosdiyani; M Ichwanul Yusuf; Ibnu Haritz
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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In increasing the mobilization of vehicle movements, roads are an important means in order to smoothen land transportation, so that it can provide comfort and safety. The Industrial Area of ​​PT Krakatau Steel, Serang City, which is often passed by heavy vehicles, needs to be well planned according to the standards and criteria applicable in Indonesia. From a visual observation of the road in the area of ​​the Industrial Park, there is a lot of damage by finding deflections which are dangerous and can hamper the rate of transportation, so that road repairs and improvements are needed. The purpose of the study was to plan a continuous concrete pavement without reinforcement by knowing the thickness of the plate, the diameter of the dowel test and to know the drainage dimensions. The method carried out by field observation to obtain primary and secondary data as the basis for the concrete road planning material. The calculation method is used Binamarga T-14-2002 Guidelines with Concrete without Reinforcement (BBTT). The results of the calculation of the number of planning vehicles in traffic data with a planned 20-year lifespan for the 6% traffic growth rate obtained the thickness of concrete road pavement of 20 cm, dowel 33mm diameter for 300 mm distance and 450 mm length able to withstand crossing loads, with drainage dimensions 0.75 m channel width road, 1 m channel height and 0.70 m height guard have met the requirements for safe number stability.
KAJI ULANG PERENCANAAN BANGUNAN PENAHAN SEDIMEN (CHECK DAM I) DI DAERAH ALIRAN SUNGAI CILIMAN KABUPATEN LEBAK Dinihari Mulya Lestari; Fitri Dwirani; Nanda Syuhada Syuhada
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Check dam is a river shaped river with its completeness, which serves to control the speed, flow and direction of the sediment flow in the riverbed. Check dam I in the Ciliman River Basin Cicaringin Village, Gunung Kencana District Lebak Regency is one of the planned check dam of three locations planned by the Cidanau-Ciujung- Cidurian River Basin through Planning Consultant PT Prana Kurnia Pratama in 2010th which aims to tackling or reducing the problem of the amount of sediment transport on the Ciliman River thus preventing the siltation of the river and the reduction of river cross section. Cicaringin's check dam I condition is irrelevant at the time of the initial design that was designed with 50 minutes replanning plan (Q50) calculated by HSS Gama I method of 462,257 m3/sec, so it needs to be reviewed by analyzing the stability of check dam with using a flood discharge plan 25 years rework (Q25) of 429,108 m3/sec calculated with the same motede, with catchman area of 117.00 km2. This study was conducted to determine whether the stability of check dam I Cicaringin is safe against the forces acting with (Q25). The calculated forces are own gravity, seismic force, lifting force, water weight, water pressure and calculated dam weights analysis are hydraulic gradient, eccentricity, soil bearing capacity, bolsters and shear forces. The results show that the dimensions of chek dam are safe against shear forces, bolsters, eccentricity, soil carrying capacity and forces that work well during normal water level conditions and flood waterconditions.
PERENCANAAN BANGUNAN PENAHAN SEDIMEN (CHECK DAM II) DI DAERAH ALIRAN SUNGAI CILIMAN DESA LEUWIKOPO, KECAMATAN GUNUNGKENCANA, KABUPATEN LEBAK Wawan Handayani; Gunawan Noor2 Noor; Muhammad Taufik Rido Taufik Rido
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Abstract

Sediment-retaining buildings are transverse river structures that function to prevent sedimentation so that the riverbed does not occur due to erosion and large flow speeds. The Ciliman River Basin (DAS) in the Dam has been irrelevant at the time of initial planning, so it needs to be reviewed by analyzing the stability of the Leuwikopo sediment-retaining weir by using a flood discharge of fifty years (Q50), with design discharge 413,537 m3 / second. This research was conducted to find out whether the stability of the Ciliman sediment-retaining weir is safe for the forces acting with (Q25). 383,979 m3 /second. The calculated forces are their own gravity, earthquake force, lift force, water gravity, water pressure and weir stability analysis that are taken into account are the hydraulic gradient, eccentricity, bearing capacity, rolling force and shear force. The weir dimensions are safe for eccentricity, soil carrying capacity, bolster force, shear force and forces that work both at normal water level conditions and flood water
ANALISA KEBUTUHAN FASILITAS PENYEBERANGAN JALAN DI DEPAN UNIVERSITAS ISLAM NEGERI SULTAN MAULANA HASANUDDIN BANTEN Dede Firmansyah; Telly Rosdiyani; Nila Prasetyo Artiwi
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 02 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Universitas Islam Negeri Sultan Maulana Hasanuddin Banten (UIN SMH Banten) Merupakan salah satu Universitas di daerah Kota Serang. Dengan semakin tingginya pertambahan jumlah mahasiswa Universitas Islam Negeri Sultan Maulana Hasanuddin Banten (Jumlah mahasiswa tahun 2015-2018 adalah 9.586 mahasiswa) dan masyarakat sekitar yang beraktifitas melewati kawasan kampus tersebut, belum terlihat memadai jika tidak terdapat fasilitas penyeberangan. Maka dari itu penulis mencoba untuk menganalisa kebutuhan fasilitas penyeberangan jalan di depan Universitas Islam Negeri Sultan Maulana Hasanuddin Banten. Penelitian ini dilakukan dengan cara mengumpulkan data volume penyeberang jalan dan volume kendaraan dengan cara mensurvei, dan setelah data hasil survei didapatkan, data tersebut dianalisis dengan metode penentuan fasilitas penyeberangan pejalan kaki dari Bina Marga. Dari hasil survei dilapangan didapatkan data volume penyebrang jalan adalah 478 orang dan data volume kendaraan adalah 60.770 kendaraan. Dan dari hasil analisis data hasil survei dengan metode penentuan fasilitas penyeberangan pejalan kaki dari Bina Marga disimpulkan bahwa fasilitas penyeberangan yang direkomendasikan di depan Universitas Islam Negeri Sultan Maulana Hasanuddin Banten adalah jembatan penyeberangan bentang jembatan 2270 cm dan lebar jalur pejalan kaki 200 cm.
PERHITUNGAN STRUKTUR GEDUNG DISKOMINFO KOTA SERANG DENGAN BEBAN GEMPA RESPON SPEKTRUM DAN PERBANDINGAN HASIL ANALISIS 2 METODE TERHADAP TULANGAN LONGITUDINAL BALOK Dasa Aprisandi
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Earthquakes can be categorized into two types, namely volcanic earthquakes and tectonic earthquakes. The design of earthquake planning should ideally follow the standards that apply in Indonesia, namely SNI 1726-2002 concerning Earthquake Resilience Planning Standards for Building Structures and SNI 1726-2012 concerning Procedures for Planning Earthquake Resilience for Building Structure and Non-Building. The calculation of the structure of the Diskominfo Building Kota Serang with spectrum response earthquake load and comparison of the results of 2 methods analysis of longitudinal beam reinforcement using ETABS v16 program. The output from the program will provide information that the structure has been designed to withstand earthquakes or not. Furthermore, the results of the exit values ​​for detail will be compared with the manual method as a reference values ​​will be taken so that the structure is designed to the maximum. Basically the results of the calculations from each of them show the same purpose but are nominally different. The results programe produce speed in the assumption and certainty of safe results or not a structure, while manual calculations produce higher accuracy values ​​with more economical results but require a long time. Moment due to dead load (MD) with manual calculation is 22.45 kNm, with ETABS of 221,7444 kNm, so that there is a difference of 3.7056 kNm. The moment due to live load (ML) with manual calculation is 147.64 kNm, with ETABS of 140.3642 kNm, there is a difference of 7, 2758 kNm, and the ultimate Moment (MU) calculated manually resulting in 506,764 kNm, with ETABS 525 , 4835 kNm, so there is a difference of 18,7195 kNm.
KAJI ULANG PERBANDINGAN ANALISIS FONDASI TIANG PANCANG BERDASARKAN DATA SONDIR, DATA SPT DAN AKTUALISASI LAPANGAN (Studi Kasus Proyek Pembangunan Asrama BLKI Kota Tangerang Selatan) Euis Amelia; Nur Hidayanti; Mohamad Mahrus
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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The foundation is one part of the structural building that plays an important role in building security. A strength and construction method secure foundation and appropriate building type is desirable in planning. The main function of the foundation is to pass the work load from the superstructure to the substructure. The selection of appropriate foundations and in accordance with the type of building and soil conditions must be carefully calculated. Along with the development and advancement of technology, pile foundation and bored pile is widely used for the construction of high-rise buildings, flyovers, bridges and other constructions with different functions. Therefore the determination of the type of foundation is very important in terms of distribution of styles to be channeled, settlement, method of implementation and financing.
PERENCANAAN BANGUNAN PENAHAN SEDIMEN (CHECKDAM III) DI DAERAH ALIRAN SUNGAI CILIMAN DESA PARAKANLIMA KECAMATAN CIRINTEN KABUPATEN LEBAK Gunawan Noor; Euis Amelia; Dimas Bayu
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 1 (2019): JOSCE: Journal of Sustainable Civil Engineering
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The river is a source of water that holds and flows water and material that it carries from upstream. The problem that often occurs in upstream areas is erosion problems which cause sedimentation. The objectives of this study are: to determine the amount of sediment rate (Qs) and to find out the full time of the water river checkpoint. So it needs to be reviewed by analyzing the stability of sediment-retaining weirs using a flood period of fifty years (O50), with a design debit of 255.694 m3 / second, this study was also conducted to determine whether the stability of sediment-retaining weirs is safe against forces with flood discharge (Q25), with a design debit of 237.692 m3 / second. The style calculated by himself is gravity, earthquake force, uplift pressure, pressure on water. The weir stability analysis that is taken into account is the dimensions of the weir safe against eccentricity, soil carrying capacity, bolster force, shear force, and force acting on normal water level conditions and flood water levels. The location of this study was carried out in the Watershed (DAS) Air Ciliman Cirinten District, Lebak Regency.
ANALISIS KESALAHAN MAHASISWA DALAM MENYELESAIKAN SOAL GEOMETRI PADA MATA KULIAH MATEMATIKA TERAPAN Fitri Aida Sari
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 02 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Matematika merupakan salah satu pelajaran yang dipelajari mulai pendidikan dasar, pendidikan menengah, sampai pendidikan tinggi. Penerapan prinsip-prinsip matematika digunakan untuk menyelesaikan masalah yang ada di dunia nyata, salah satunya yang berkaitan dengan profesi di bidang teknik sipil. Pekerjaan yang berkaitan dengan matematika salah satunya adalah analisis struktur. Geometri merupakan ilmu yang paling sering digunakan oleh seorang insinyur teknik sipil di dalam pekerjaannya. Secara umum, mempelajari geometri membutuhkan analisis dan mencari hubungan dari bentuk-bentuk yang ada. Insinyur sipil harus mengerti bagaimana merancang dan merakit bentuk untuk membangun bangunan, bendungan, jembatan, terowongan, serta sistem jalan raya, kemudian menentukan fungsi dari bangunan tersebut. Tujuan dari penelitian ini adalah untuk menyajikan gambaran secara lengkap mengenai kesulitan mahasiswa dalam menyelesaikan soal geometri pada mata kuliah matematika terapan. Jenis penelitian yang digunakan adalah penelitian deskriptif kualitatif dimana peneliti menggambarkan fakta dan keadaan sebenarnya tentang kesalahan mahasiswa dalam menyelesaikan soal geometri pada mata kuliah matematika terapan. Kesimpulan dari penelitian ini adalah kesalahan yang sering dilakukan oleh mahasiswa dalam menyelesaikan masalah pada materi geometri meliputi kesalahan dalam melakukan operasi matematika dan kesalahan dalam menentukan rumus yang akan dipergunakan.
PERENCANAAN DESAIN CAMPURAN BETON NON-PASIR SEBAGAI BAHAN KONSTRUKSI YANG DAPAT MENINGKATKAN DAYA TEMBUS AIR Edy Budiantoro; Telly Rosdiyani; Ahmad Siful Huda
Journal of Sustainable Civil Engineering (JOSCE) Vol 1 No 02 (2019): JOSCE: Journal of Sustainable Civil Engineering
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Berdasarkan data Badan Meteorologi, Klimatologi, dan Geofisika (BMKG) curah hujan rata-rata di Indonesia cukup tinggi, tingginya curah hujan tersebut menyebabkan banyaknya terjadi genangan, salah satu penyebabnya adalah penggunaan beton sebagai bahan perkerasan jalan di daerah pemukiman. Makin meningkatnya luas daerah yang ditutupi oleh perkerasan dengan pembangunan permukiman seperti halnya di perkotaan dapat mengakibatkan waktu berkumpulnya air menjadi jauh lebih pendek, sehingga akumulasi air hujan yang terkumpul melampaui kapasitas drainase yang ada. Penggunaan beton berpori merupakan alternatif yang ramah lingkungan, penggunaannya diharapkan dapat meresapkan air ke dalam tanah. Metode yang digunakan sebagai eksperimen yaitu dengan menghilangkan proporsi agregat halus pada mix design beton normal, agregat batu pecah ukuran seragam 0.5-1 cm berlandaskan pada ketentuan ACI 522R-10 (Report on Previous Concrete) dengan variasi perbandingan Faktor Air Semen (FAS) 0.28, 0.30 dan 0.32. Kemudian dari mix design tersebut akan diuji daya tembus air (infiltrasi) dan kuat tekan beton. Dari hasil pengujian laju infiltrasi beton berpori variasi FAS 0.28, 0.30 dan 0.32 didapat nilai tertinggi pada variasi C (FAS 0.32) yaitu 495.96 inch/hr, dan nilai terendah pada variasi A (FAS 0.28) yaitu 350.93 inch/hr. sedangkan nilai kuat tekan tertinggi yaitu variasi A (FAS 0.28) sebesar 25.560 Mpa (N/mm²), dan kuat tekan terendah pada variasi C (FAS 0.32) sebesar 19.241 Mpa (N/mm²).