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<![CDATA[Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Abipraya Mojo Kabupaten Kediri Menggunakan Metode Begemann ]]>
<![CDATA[Arif Fathur Rohman]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Agata Iwan Candra]]>;
<![CDATA[Andri Dwi Cahyono]]>
<![CDATA[ Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER ]]>
Publisher : <![CDATA[Kadiri University ]]>
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DOI: 10.30737/jurmateks.v4i2.1986
<![CDATA[The foundation is a lower structural element that serves to with stand the load of the upper structure. Pile foundation is one type of deep foundation, which is widely used in the construction of buildings. Pile foundation used in hard soil cases is located at a very deep depth. Abipraya Building is a building located in kediri regency which later functioned as a rural office. This study aims to increase the carrying capacity of pile foundation in the abipraya building project using the begemann method. Calculations carried out include the calculation of loading, carrying capacity, buckling factor and determination of foundation point. Based on the calculations obtained the results of axial load (sigma Vertical Ultimate) Σνυ of 99.70. with a single-pole carrying capacity of 38.89 tons and a group pole carrying capacity of 117,917 tons. These results will be planned the foundation of the stake with a diameter of 30 with a depth of 8 meters, amounting to 4 poles. Calculation factor buckling results in 194.14 kg/cm2 smaller than the allowed maximum 2400 kg/cm2. Thus, with the known components of the planning of the pile foundation, it can be used as a reference in the construction of the abipraya building.]]>
<![CDATA[Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff ]]>
<![CDATA[Erwin Dwi Laksana]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Suwarno Suwarno]]>;
<![CDATA[Faiz Muhammad Azhari]]>;
<![CDATA[Imam Mustofa]]>
<![CDATA[ Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER ]]>
Publisher : <![CDATA[Kadiri University ]]>
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DOI: 10.30737/jurmateks.v4i2.1999
<![CDATA[The foundation is one part under the building that has a very important role. The choice of the type of foundation is something that needs to be considered. One type of foundation that is widely used is the minipile foundation. Minipile foundation itself is a type of foundation that is used if the load received from the superstructure is not too heavy and the hard soil type is at a depth of between 5-10m. The purpose of this study was to plan the bearing capacity of the minipile foundation pile in the PT. BPJE in Ngasem, Kediri Regency. The building is planned to be used as an office building. The planned sub-building includes foundation planning with a mini-square building with a cross-sectional dimension of 20x20. The calculations carried out include the calculation of the bearing capacity of the foundation using the Mayerhoff method, the calculation of the flexural factor and the calculation of reinforcement. The calculation results (sigma Vertical Ultimate) Vu = 114.78 tons. With bending factor tk = 286.95 kg /. The reinforcement in the pile cap for the x direction of tensile reinforcement = D16–170 and compression reinforcement = D16–250 while for tensile reinforcement in the y direction = D16 - 170 and compressive reinforcement = D10 - 250. Thus, the results of the planning can be used as a reference for the implementation of building construction. office of PT. BPJE in Ngasem, Kediri Regency.]]>
<![CDATA[Menentukan Desain Struktur Atas Gedung Fajar Biru Trenggalek Berdasarkan SNI (Standart Nasional Indonesia) ]]>
<![CDATA[Alfin Dino Saputra]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Sigit Winarto]]>;
<![CDATA[Muhammad Heri Nastotok]]>;
<![CDATA[Faiz Muhammad Azhari]]>
<![CDATA[ Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER ]]>
Publisher : <![CDATA[Kadiri University ]]>
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DOI: 10.30737/jurmateks.v4i2.2002
<![CDATA[A multi-storey reinforced concrete building is very prone to collapse. Therefore, proper structural planning is needed in order to qualify the strength and security of the structure. Fajar Biru Building is a building that will be built in Karangsuko village of Trenggalek Regency, East Java. The building functioned as a cost with a building area of 340 m2, and has a total of 4 floors. The method used is the SRPMM (Medium Moment Musician Frame System) method which refers to SNI 1726:2012, and SNI 2847:2013. Planning includes the calculation of beams, floor plates, and columns. From the results of the calculations that have been done. on the floor plate structure with a plate thickness of 120 mm, Ø12 tree bones are used with a distance of 100 mm for pedestals and 150 mm for field areas. On the looping of B1 beams with dimensions of 300x350 mm used 6-D16 tree bones for focus and 4-D16 for field areas with Ø10-70 mm for focus and Ø10-140 mm for field areas. For the repeating of Column K1 with dimensions of 300x600 mm used 10-D16 principal bones with a Ø10-70 mm dimension. So that from these results can be used as a reference in the implementation of the construction of the blue dawn building.]]>
<![CDATA[Optimalisasi Kuat Tekan dan Kuat Lentur Beton Menggunakan Campuran Lateks ]]>
<![CDATA[Ary Prastowo]]>;
<![CDATA[Ahmad Ridwan]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Zendy Bima Mahardana]]>
<![CDATA[ Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER ]]>
Publisher : <![CDATA[Kadiri University ]]>
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DOI: 10.30737/jurmateks.v4i2.2064
<![CDATA[Concrete is a building construction material that has an important role. Concrete itself tends to have strong properties in resisting compressive forces, but weak in resisting tensile or flexural forces. The use of additives in concrete is an option to improve the basic properties of concrete. Latex or rubber latex is one of the natural materials that can be used in concrete mixtures. Its adhesive properties can be utilized in improving the quality of concrete. This study aims to determine the compressive strength and flexural strength of concrete with the addition of latex. The research was conducted experimentally by making concrete specimens in the laboratory. The addition of latex by 10% and 30% with a planned concrete quality of fc' 29.5 MPa. The test object used is a cylinder measuring 15x30 cm and a beam measuring 15x15x30 cm. The tests carried out were testing the compressive strength and flexural strength at the age of 28 days. The results showed that the highest compressive strength was at the addition of 10% latex with a value of 9.96 MPa. While the highest flexural strength value obtained was 3.20 Mpa at the addition of 10% Latex or. From these results it can be seen that the addition of latex has not been able to improve the quality of concrete and has not been able to increase the compressive strength or flexural strength of concrete. So that these results can be used as research development or concrete production.]]>
<![CDATA[Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI) ]]>
<![CDATA[Ines Indria Wati]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Sigit Winarto]]>;
<![CDATA[Muhammad Heri Nastotok]]>;
<![CDATA[Imam Mustofa]]>
<![CDATA[ Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER ]]>
Publisher : <![CDATA[Kadiri University ]]>
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DOI: 10.30737/jurmateks.v4i2.2067
<![CDATA[The hospital building is one of the building facilities that is developed continuously. The building was built as an effort to fulfill health facilities. In its construction, the hospital building must be properly planned so that it is safe to use. Planning includes the design and calculation of structural details. Several hospitals in the Nganjuk area added building units to meet the needs of the community, one of which was the Nganjuk Hospital which added a building to support services. Planning a multi-storey building is a solution because it will be able to accommodate many patients. This plan aims to plan the structure of the Nganjuk Regional General Hospital Building. The planning carried out includes the calculation of structural dimensions, calculation of loading, and calculation of reinforcement which were analyzed using SAP2000 software. The calculation results show that the dimensions of the columns used are 40/40 and 15/15 for practical columns, the dimensions of the beams are 35/50 and 30/40 and 25/35. Reinforcement on beams obtained diameters of 16 and 10 mm, reinforcement on columns obtained diameters of 19 and 10 mm, while on plates obtained diameters of 10 mm. Thus, these results can be used as a reference in the implementation of the construction of the Nganjuk Regional General Hospital Building.]]>
<![CDATA[PENGECEKAN KELAYAKAN BANGUNAN GEDUNG SMA NEGERI 1 KOTA KEDIRI YANG DIGUNAKAN UNTUK AKTIFITAS BELAJAR ]]>
<![CDATA[Agata Iwan Candra]]>;
<![CDATA[Yosef Cahyo Setianto Poernomo]]>;
<![CDATA[Ahmad Ridwan]]>;
<![CDATA[Sigit Winarto]]>;
<![CDATA[Edy Gardjito]]>;
<![CDATA[Eko Siswanto]]>
<![CDATA[ Jurnal Abdi Masyarakat Vol. 2 No. 2 (2019): Mei 2019 ]]>
Publisher : <![CDATA[Universitas Kadiri ]]>
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DOI: 10.30737/jaim.v2i2.371
<![CDATA[Hammer test merupakan bagian dari pengecekan kelayakan dari sebuah bangunan struktur gedung , jembatan , ataupun bangunan struktur yang berhubungan dengan beton. Pada salah satu bangunan existing Sekolah Menengah Atas Negeri 1 Kediri yang akan dilakukan renovasi dan penambahan lantai terdapat retakan – retakan yang terlihat seperti pada kolom, pelat atap dan tembok. Adanya keretakan tersebut dapat mempengaruhi pengambilan tindakan terkait renovasi bangunan tersebut, apakah harus membongkar total banguna tersebut atau hanya melakukan penambalan pada bagian struktur yang mengalami keretakan. Dari data-data yang diambil dari lapangan dapat disimpulkan bahwa pengecekan kelayakan banguan sekolah menengah atas negeri 1 kota kediri diambil dari kekuatan pelat atap dan balok penyangga pelat dengan menggunakan hammer test, maka didapatlah nilai dari perhitungan, Fc’ rencana pelat senilai 20,75 Mpa atau 250 Kg/cm² dan untuk Fc’ rencana balok senilai Mpa atau 250 Kg/cm² sedangkan hasil yang diperoleh dari lapangan untuk perhitungan pelat senilai 280,23 Kg/cm² yang berarti lebih besar dari nilai rencana, dan untuk perhitungan balok hanya mencapai 234,37 Kg/cm² yang berarti di bawah nilai yang di rencanakan yaitu 250 Kg/cm²]]>
<![CDATA[Analisis Variabilitas Curah Hujan Daerah Aliran Sungai (DAS) Kali Magok ]]>
<![CDATA[Khasanah, Uswatun]]>;
<![CDATA[Gardjito, Edy]]>
<![CDATA[ Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 1 (2024) ]]>
Publisher : <![CDATA[Universitas Ibn Khaldun ]]>
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DOI: 10.32832/komposit.v8i1.14756
<![CDATA[Curah hujan merupakan salah satu komponen hidrologi yang dapat dipengaruhi oleh perubahan iklim. Perubahan pola curah hujan dapat menimbulkan banyak dampak di berbagai bidang. Pada penelitian ini dilakukan pengkajian mengenai perubahan curah hujan yang dilakukan dengan tujuan untuk mengetahui besarnya variabilitas curah hujan kumulatif di Das Kali Magok ditinjau dari curah hujan harian. Analisis Trend digunakan untuk melihat ada tidaknya kecenderungan pada data rentang waktu hidrologi dan bertujuan untuk menggetahui kecenderungan hujan di daerah aliran sungai kali magok. Metode trand yang digunakan dalam penelitisn ini adalah metode mann-kendall Dengan menggunakan uji Mann-kendall di dadapatkan hasil bahwa dalam rentang waktu 10 tahun terakhir yaitu pada tahun 2012 sampai 2021 dengan α = 5%, curah hujan dikawasan Das Kali Magok secara umum tidak menunjukan perubahan yang signifikan. Curah hujan mengalami trend ditunjukan pada stasiun Blawi pada tahun 2012,stasiun Kuro pada tahhun 2018 dan 2020, stasiun Karangbinangun pada tahun 2020 dan 2021. Dan dapat disimpulkan bawah curah hujan dapat mempengaruhi tingginya elevasi air sungai dikarenakan semakin tinginya curah hujan semakin tinggi juga elevasi air sungai.]]>
<![CDATA[Model Bangkitan dan Tarikan Pergerakan, di Jalan Veteran Lamongan Karena Perkembangan Kampus Unisla ]]>
<![CDATA[Afif, Naufal]]>;
<![CDATA[Gardjito, Edy]]>
<![CDATA[ Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari ]]>
Publisher : <![CDATA[Universitas Batanghari Jambi ]]>
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DOI: 10.33087/talentasipil.v7i1.362
<![CDATA[Unisla has experienced an increase in the number of lecturers and students successively from year to year. In addition, lecture buildings and educational facilities also continue to improve over time. The purpose of this study is to determine the model of attraction and generation of movement in the Unisla campus area, and to determine the factors that influence the attraction and generation of movement that will occur due to the development of the Unisla campus. The method in this study uses the method of regression analysis, slovin and SPSS. Based on the analysis, the results of the generation model and the attraction of movement in the Unisla campus area can be explained by the equation Y = 556.448 + -0.963X, with an R2 value close to one of 0.593, indicating a good fit between the model and the data. The factor that has a significant influence on the generation and attraction of movement in the Unisla campus area is the mode of transportation chosen by the subject. Motorcycles have an effect of 90.26% on motion generation, whereas in terms of movement attraction, motorcycles also have an influence of 91.91%. In this case it can be interpreted that what has a big influence on the generation and attraction of movement in the Unisla campus area is motorbikes.]]>
<![CDATA[Peningkatan Program Peduli Lingkungan Di Area Proyek Rumah Sakit ]]>
<![CDATA[Susanto, Sony]]>;
<![CDATA[Rahardjo, Djoko]]>;
<![CDATA[Romadhon, Romadhon]]>;
<![CDATA[Gardjito, Edy]]>
<![CDATA[ Jurnal Karya Abdi Masyarakat Vol. 5 No. 3 (2021): Jurnal Karya Abdi Masyarakat ]]>
Publisher : <![CDATA[LPPM Universitas Jambi ]]>
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DOI: 10.22437/jkam.v5i3.16684
<![CDATA[Proyek konstruksi merupakan penumbang terbesar adanya kecelakaan kerja. Salah satu penyebab kecelakaan kerja adalah unsafe action. Tindakan unsafe action disebabkan oleh para pekerja yang kurangnya peduli lingkungan/kebersihan. Dengan alasan tersebut maka peningkatan peduli lingkungan merupakan salah satu upaya dalam mengurangi kecelakaan kerja maupun kenyamanan lingkungan sekitar. Pengabdian ini dilakukan pada salah satu proyek rumah sakit di nganjuk. Tahapan pengabdian ini diantaranya identifikasi, sosialisai dan evaluasi. Hasil dari pengabdian ini adalah adanya peningkatan kepemahaman dari 11 unsur lingkungan yang ditanyakan dan dihadiri oleh perwakilan pimpinan kontraktor/konsultan. Pengabdian ini memerlukan komunikasi / tindakan yang berkelanjutan agar peningkatan lingkungan lebih baik lagi / peningkatan unsur baru dalam lingkungan.]]>
<![CDATA[PEMODELAN TRIP DISTRIBUSI JALAN VETERAN AKIBAT PERKEMBANGAN KAMPUS UNISLA ]]>
<![CDATA[Moh. Ardha Farid]]>;
<![CDATA[Edy Gardjito]]>
<![CDATA[ Jurnal Ilmiah Teknik Sipil Agregat Vol. 4 No. 1 (2024): Edisi Mei ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil, Politeknik Negeri Medan ]]>
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DOI: 10.51510/agregat.v4i1.1410
<![CDATA[Sarana transportasi merupakan sarana yang sangat penting, bertambahnya jumlah mahasiswa Unisla tentunya menyebabkan meningkatnya jumlah arus lalu lintas meningkatkan kemacetan utama lalu lintas. Unisla merupakan salah satu kampus ternama di Lamongan yang mengalami perkembangan sangat pesat di bidang pendidikan. Hal ini menjadikan warga sekitar kampus unisla mengalami pertumbuhan ekonomi yang sangat pesat pula. Tingginya pertumbuhan ekonomi di sekitar kampus Unisla tentu disertai tingginya intensitas kegiatan dan pergerakan manusia dan barang. Dengan bertambahnya pergerakan akan muncul masalah dalam bidang transportasi. Untuk menghindari kemacetan tersebut, perlu perencanaan transportasi yang baik pada setiap tata guna lahan. Trip Distribusi (sebaran pergerakan) merupakan salah satu tahapan pemodelan transportasi yang digunakan dalam penelitian ini. Pemodelan tersebut dilakukan untuk menganalisis kondisi Jalan Veteran akibat perkembangan kampus Unisla. Selain itu akan dilihat sebaran pergerakan dari kendaraan yang melewati Jalan Veteran Tersebut. Sebaran pergerakan dengan persentase pertumbuhan sepeda motor terbesar dilakukan oleh zona C ke zona B sebanyak 95 kendaraan/hari dan jumlah bangkitan terbesar dilakukan oleh zona F ke zona C dengan nilai 85.]]>
