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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Spektran CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Teknik Sipil dan Perencanaan Rekayasa Sipil Prosiding Semnastek Jurnal Ilmiah Pangabdhi U Karst Wikrama Parahita : Jurnal Pengabdian Masyarakat The Spirit of Society Journal : International Journal of Society Development and Engagement Rang Teknik Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Inovasi Hasil Pengabdian Masyarakat (JIPEMAS) Media Ilmiah Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil Borneo Engineering : Jurnal Teknik Sipil Applied Technology and Computing Science Journal JAIM (Jurnal Abdi Masyarakat) Jurnal Riset Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Talenta Sipil Blend Sains Jurnal Teknik Journal of Civil Engineering and Vocational Education

Agata Iwan Candra

Program Studi Teknik Sipil, Fakultas Teknik, Universitas Kadiri

Author-ID : 2742814

Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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PERENCANAAN PONDASI SUMURAN PADA PROYEK PEMBANGUNAN GEDUNG ASRAMA BALAI PEMBANGUNAN SDM DAN PERTANIAN BANTUL DIY Moh. Idham Cholid; Sigit Winarto; Yosef Cahyo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 1 (2020): JUNE
Publisher : Faculty of Engineering, Kadiri University

The foundation serves to hold the burden on the upper structure, which is transmitted to the soil layer. Data collection uses primary and secondary data, as well as direct visits to the development project site. The choice of wells foundation because of the restricted location of restricted location and minimal vibration chose the wells foundation as a method of implementation. There are two types of foundation types, namely P1 type with a load of 46.093 tons and P2 type of foundation with a load of 78.517 tons. The carrying capacity of the land for type 1 was 59,227 tons, with a decrease of 0,143 Cm. While the carrying capacity of P2 type is 118.1 tons with a reduction in type 2 of 0.202 Cm. The maximum reduction requirement is 2.5 Cm, then of each kind of foundation the safe reduction condition. The planned foundation of the primary reinforcement uses 12 D19, and the spiral reinforcement uses Ø10-100. For support of the pile cap, the X direction uses D19-175, and the Y direction uses D19-175.Pondasi berfungsi untuk menahan beban pada struktur atas yang diteruskan ke lapisan tanah. Perolohan data menggunakan data primer dan sekunder, serta meninjau langsung ke tempat proyek pembangunan. Pemilihan pondasi sumuran karena lokasi sempit lokasi sempit dan minim getaran memilih pondasi sumuran sebagai metode pelaksanaan. Terdapat 2 jenis tipe pondasi, yaitu tipe P1 dengan beban yang dipikul sebesar 46,093 ton dan tipe pondasi P2 dengan beban yang dipikul sebesar 78,517 ton. Daya dukung tanah untuk tipe 1 sebesar 59,227 ton, dengan penurunan sebesar 0,143 Cm. Sedangkan daya dukung tanah tipe P2 sebesar 118,1 ton dengan penurunan tipe 2 sebesar 0,202 Cm. syarat penurunan maksimal adalah 2,5 Cm, maka dari masing-masing tipe pondasi syarat penurunan aman. Pondasi yang direncanakan tulangan utama menggunakan 12 D19 dan tulangan spiral menggunakan Ø10 – 100. Untuk penulangan pile cap arah X menggunakan D19 – 175 dan arah Y menggunakan D19 – 175.

PERENCANAAN PONDASI TIANG PANCANG PADA GEDUNG SEKRETARIAT DEWAN DPRD KABUPATEN KEDIRI Dwi Hartanto; Yosef Cahyo S; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The foundation plays a very important role in the construction of a building. In addition as a foundation for the strength of a building construction, the foundation has the role of distributing the burden of the building on it, so that it can be channeled to the soil underneath it well and make the building able to stand firmly. The purpose of this study is to plan the carrying capacity and size and staking of the Kediri DPRD Council Secretariat Building with sondir data. The author uses the method of direct inspection in the field and coordinates with the Planning Consultant and seeks references from several literatures. From the calculation results obtained the total load of life and death on each floor is 684558.8 Kg, 701838.8 Kg, 736398.8 Kg, 736398.8 Kg, total loading (Wt) obtained 2806395.4 Kg, Dimension of pile foundation = 40 cm; depth = 10 meters, with the number of two pieces per Pile Cap, the need for reinforcement on the building foundation is 20575.05 Kg. Pondasi memegang peran yang sangat penting pada konstruksi suatu bangunan.Selain sebagai pijakan kekuatan berdirinya suatu konstruksi bangunan, pondasi berperan mendistribusikan beban bangunan diatasnya, sehingga bisa disalurkan ke lapisan tanah dibawahnya dengan baik dan membuat bangunan mampu berdiri dengan kokoh. Tujuan dari studi ini adalah untuk merencanakan daya dukung serta ukuran dan penulangantiang pancang pada Gedung Sekretariat Dewan DPRD Kabupaten Kediri dengan data sondir. Penulis melakukan metode pemeriksaaan langsung dilapangan serta berkoordinasi dengan pihak Konsultan Perencana dan mencari referensi dari beberapa literatur. Dari hasil perhitungan didapatkan hasil total beban hidup dan mati pada setiap lantai adalah 684558,8 Kg, 701838,8 Kg, 736398,8 Kg, 736398,8 Kg, total Pembebanan (Wt) diperoleh 2806395,4 Kg, Dimensi pondasi tiang pancang = 40 cm ; kedalaman = 10 meter, dengan jumlah dua buah per Pile Cap, kebutuhan tulangan pada pondasi gedung adalah 20575.05 Kg.

STUDY PERENCANAAN STRUKTUR ATAS GEDUNG GUEST HOUSE 6 LANTAI DI KOTA KEDIRI Ravie Setya Putra; Ahmad Ridwan; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 1 (2020): JUNE
Publisher : Faculty of Engineering, Kadiri University

The increasing number of tourist attractions and airport construction in the city of Kediri will impact the rising number of visitors from outside the city. The availability of adequate accommodation to accommodate the number of visitors who will come to the town of Kediri is essential. Kediri City Guest House Building is one of the solutions to the problem of availability of accommodation in the City of Kediri going forward. Calculations carried out in this study regarding the structure of the 6-story Guest House building design using SAP2000V7.40 software. The results of the standard frame elements in the structure column model with the appropriate dimensions and materials included in the plan drawing. The column section frame has dimensions 600x600 cm and diameter 600 cm. The wall load value is distributed to all frames holding the wall in the form of a uniform load of 250 kg/m2 as planned, the height of the stairs is 2 m, and the length is flat is 2.5 m. Thus, the calculation results obtained the number of stomps of 10 pcs and the number of climbs of 10 pcs with a width of 61cm stairs, aantrade (horizontal) 25 cm, and optrade (up) 20 cm. Bertambahnya jumlah tempat Wisata dan pembangunan Bandara di Kota Kediri akan berdampak pada bertambahnya jumlah pengunjung dari luar Kota. Ketersediaan akomodasi yang mencukupi untuk menampung jumlah pengunjung yang akan datang ke Kota Kediri sangat diperlukan. Gedung Guest House Kota Kediri menjadi salah satu solusi pada permasalahan ketersediaan akomodasi kedepannya. perhitungan yang dilakukan Pada penelitian ini mengenai perencanaan struktur bangunan Guest House 6 lantai dengan menggunakan software SAP2000V7.40. Hasil elemen frame biasa pada model kolom struktur dengan dimensi dan material yang sesuai telah dicantumkan dalam gambar rencana. Frame section kolom tersebut berdimensi 600 x 600 Cm dan diameter 600 Cm. Nilai beban dinding didistribusikan ke seluruh frame yang menahan dinding dalam bentuk beban merata (uniform load) sebesar 250 kg/m2 seperti rencana tinggi tangga adalah 2 m dan panjang datar adalah 2,5 m. Secara perhitungan diperoleh hasil jumlah injakan 10 bh dan jumlah tanjakan 10 bh dengan lebar tangga 61cm, aantrade (mendatar) 25 cm, dan optrade (naik) 20 cm.

STUDI ANALISA PERENCANAAN PERKERASAN LENTUR DAN RENCANA ANGGARAN BIAYA PADA PROYEK JALAN RUAS JALAN TEMBELENGAN SAMPAI DURJAN KABUPATEN SAMPANG Mishbahul Aziz; Sigit Winarto; Yosef Cahyo Setianto Poernomo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

There was a build-up of lumps of sand on the road, precisely Tambelang-Durjan. This build-up of sand chunks occurs because many of the piled sand hauling trucks that pass on the road is obstructed because the road section has been damaged (potholes) and is unfit for passage, resulting in obstruction of traffic flow. In addition, the width of the section is not in accordance with the technical requirements of the 2011 Government Regulation. Therefore, it requires a flexible pavement re-planning and a Cost Budget Plan for land transportation lines, so that motorist access is comfortable. Planning flexible pavement using Laston with a planning age of 10 years obtained flexible pavement thickness, namely 4 cm thick AC-WC, 6 cm thick AC-BC, and 40 cm of Upper Foundation Layers (LPA) with the estimated size of the Budget Plan The cost of the flexible pavement construction of Tambelang- Durjan of Sampang Regency with a length of 1,145 km in the amount of Rp 5,744,585,463.00Terjadi penumbukan bongkahan pasir urug tepatnya di ruas jalan Tambelangan-Durjan. Penumpukan bongkahan pasir ini terjadi karena banyak truk pengangkut bongkahan pasir urug tersebut yang melintas pada jalan itu terhambat karena ruas jalan mengalami kerusakan (berlubang) dan tidak layak dilalui, sehingga yang mengakibatkan terhambatnya arus lalu lintas. Selain itu lebar ruas tidak sesuai dengan persyaratan teknis Peraturan Pemerintah tahun 2011. Oleh karena itu, memerlukan perencanaan ulang perkerasan lentur dan Rencana Anggaran Biaya untuk jalur transportasi darat supaya akses pengendara nyaman. Perencanaan perkerasan lentur menggunakan Laston dengan umur rencana 10 tahun didapatkan tebal perkerasan lentur yaitu AC-WC setebal 4 cm, AC-BC setebal 6 cm dan Lapis Pondasi Atas (LPA) setebal 40 cm dengan besar perkiraan Rencana Anggaran Biaya pembangunan perkerasan lentur ruas Tambelangan-Durjan Kabupaten Sampang sepanjang 1,145 km sebesar Rp 5.744.585.463,00.

Beton Fc’ 21,7 Mpa Menggunakan Agregat Kasar Biji Genitri Muhammad Sulton Bahrudin; Agata Iwan Candra; Sigit Winarto
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Concrete in technological development has progressed very rapidly, so that it is able to open ideas in the use of organic materials as an alternative material for concrete. Genitri seeds are an organic material that can be used as an alternative to the building blocks of concrete. Genitri seeds have very good hardness and have a light volume weight so that they can reduce the large structure weight due to the weight of the concrete itself. The research method used in this study is an experimental method with genitri seeds as a mixture of coarse aggregate in concrete. This study aims to determine how much influence the compressive strength, slump value, volume weight, absorption, using a mixture of genitri seeds with a percentage of 5%, 10%, 15% of the weight of coarse aggregate. The results showed that the highest compressive strength was obtained by the addition of 5% genitri seeds, namely 20.75Mpa with an average slump value of 5.2. In the absorption test, the value of ¼ hour 0.040 1 hour 0.022 4 hours 0.006 24 hours 0.002 was obtained.Beton dalam perkembangan teknologi mengalami kemajuan yang sagat pesat, sehingga mampu membuka pemikiran dalam pemanfaatan material organik sebagai bahan alternatif penyusun beton. Biji genitri merupakan salah satu bahan organik yang dapat digunakan sebagai alternatif material penyusun beton. Biji genitri memiliki kekerasan yang sangat baik dan memiliki berat volume yang ringan sehingga dapat mengurangi berat struktur yang besar akibat beban dari berat beton itu sendiri. Metode penelitian yang digunakan pada penelitian ini adalah metode eksperimental dengan biji genitri sebagai bahan campuran agregat kasar pada beton. Penelitian ini bertujuan untuk mengetahui seberapa besar pengaruh terhadap kuat tekan, nilai slump, berat volume, absorpsi, dengan menggunakan bahan campuran biji genitri dengan persentase 5%,10%,15% dari berat agregat kasar. Dari hasil penelitian menunjukkan bahwa kuat tekan tertinggi diperoleh dengan penambahan biji genitri sebesar 5% yaitu 20,75Mpa dengan nilai slump rata-rata 5,2. Pada pengujian absorpsi diperoleh nilai ¼ jam 0,040 1 jam 0,022 4 jam 0,006 24 jam 0,002.

Peningkatan Daya Dukung Tiang pada Gedung Permata Indah Nganjuk Menggunakan Metode Trofimankove Muchammad Sutikno; Edy Gardjito; Agata Iwan Candra; Fitry Rahmawaty; Muhammad Heri Nastotok
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

The function of the foundation as a substructure that transmits the load received from the upper structure of the building into the foundation makes the foundation have an important role. The strength of the foundation is something that needs to be planned properly. This planning aims to plan the foundation for the Permata Indah Building, Nganjuk Regency, which will later be used as a boarding house building. Planning that is carried out includes selecting the type of foundation, calculation of dimensions, and foundation reinforcement. Based on soil investigation results, the foundation type pile was chosen because the hard soil was located at a depth of 17 m. The method used to calculate the bearing capacity of the pile includes the Meyerhoff, Begemann, and Trofimankove methods. With a diameter of 30 cm and 4 poles, the carrying capacity of group piles (Pg) was obtained using the Meyerhoff method of 224.60 tons, the Begemann Method of 199.59, and the Trophimankove Method of 259.36 tons. From these results, the group pile bearing capacity value is still greater than the value of ƩVu= 146.28 tonnes. Meanwhile, for a single pile settlement Se= 2.13cm <Sijin= 3 cm SAFE and a pile settlement group Sg= 3.98cm.

PENELITIAN PENAMBAHAN SERBUK BATA MERAH DAN PASIR BRANTAS PADA ASPAL BETON Satria Arung Bangun Samodera; Yosef Cahyo Setianto Poernomo; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Asphalt Concrete is a mixture of coarse aggregate, fine aggregate, and filler (Filler) with asphalt binder in high-temperature conditions with the composition regulated. This study uses three types of additions samples of red brick powder on concrete asphalt with a mixture of 5%,10%, and 20%. Each test results decreased with the addition of red brick powder among others 5% of 289,992 kg, 10% of 2248,822 kg, 20% of 1574,782,and produce volume of air cavity to mixture (VIM) with a level of 5%,10%,20% wich are among others 8,481%, 9,444%, 8,334%, and produce pore volume between aggregate (VMA) and levels of 5%,10%,20%,which are among others 22,575%, 23,390%, 22,450%, and produce pore volume between aggregate grains filled with asphalt (VFB) with levels of 5%,10%,20%, among others 62,575%, 59,903%, 62,897%, and produced a marshal question (MQ) with a 5% content of 942 kg/mm, 10% at 632 kg/mm, 20% at 378 kg/mm. To achieve optimum levels, the mixture of red brick powder on asphalt concrete ranges < 5%.Aspal Beton merupakan campuran agregat kasar, agregat halus, dan bahan pengisi (Filler) dengan bahan pengikat aspal dalam kondisi suhu tinggi (panas) dengan komposisi yang diatur. Penelitian ini mengunakan tiga jenis sampel penambahan serbuk batu bata merah pada aspal beton dengan campuran 5%,10%,dan 20%.Hasil pengujian masing masing mengalami penurunan dengan penambahan serbuk batu bata merah yaitu antara lain 5% sebesar 289,992 kg,10% sebesar 2248,822 kg,20% sebesar 1574,782,dan menghasilkan volume rongga udara terhadap campuran (VIM) dengan kadar 5%,10%,20% yaitu antara lain 8,481%,9,444%,8,334%,dan menghasilkan volume pori antara butir agregat (VMA) dengan kadar 5%,10%,20% yaitu antara lain 22,575%,23,390%,22,450%,dan menghasilkan volume pori agregat yang terisi aspal (VFB) dengan kadar 5%,10%,20% yaitu antara lain 62,575%,59,903%,62,897%,dan menghasilkan marshal quotient (QM) dengan kadar 5% sebesar 942 kg/mm,10% sebesar 632 kg/mm,dan 20% sebesar 378%. Untuk mencapai kadar optimum maka campuran serbuk batu bata merah pada aspal beton berkisar antara < 5%

Penggunaan Biji Jenitri Sebagai Pengganti Filler Pada Lapisan Aspal (Ac-Bc) Terhadap Variasi Suhu Bella Amiria Rahmahima; Agata Iwan Candra; Yosef Cahyo Setianto Poernomo
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The use of bitumen was widely used in road construction in Indonesia. Moisture – fed asphalt results in lowered durability and qualitative qualities. Concrete asphalt results from road rifts that are a suitable, well-built alloy of heavy vehicles, and mixed temperatures sdetermined by the type of asphalt to be used. The study provided a new innovation in content replaced with the jenitri seeds in 0%, 3%, 6%, and 9% variations with temperature variations 60⁰C and 100⁰C. The research method used in this study is the experimental method used with the jenitri seed instead of the filler, testing was done by being put into a water bath and then marshall’s. The purpose of this study is to look at the output of the filler levels of the jenitri seed and the temperature differential. Based on the study, the use of jenitri seeds to replaced fillers that have been tested with marshall’s devices and met the specification’s value is 3% variation filler at 60⁰C with a VIM: 3,78% VMA: 21,3% VFB: 82,26% Stabilitas: 3608kg Flow: 3,13mm MQ: 1151,49kg/mm. Penggunaan aspal banyak digunakan untuk konstruksi jalan di Indonesia. Aspal yang mengalami pemuaian suhu panas akan mengakibatkan keawetan dan kualitas menurun. Lapis aspal beton merupakan dari perkerasan jalan yang merupakan campuran agregat yang cocok dan layak dilalui kendaraan berat, dan suhu pencampuran ditentukan berdasarkan jenis aspal yang akan digunakan. Penelitian ini memberikan inovasi baru yaitu bahan pengisi filler diganti biji jenitri dalam variasi 0%, 3%, 6%, dan 9% dengan menggunakan variasi suhu 60⁰C dan 100⁰C. Metode penelitian yang digunakan pada penelitian ini adalah metode eksperimental dengan biji jenitri sebagai pengganti filler aspal, pengujian dilakukan dengan di letakkan dulu ke dalam alat Water Bath kemudian di uji dengan alat Marshall. Tujuan penelitian ini adalah melihat hasil perbandingan filler kadar biji jenitri dan dengan suhu yang berbeda. Dari hasil penelitian tersebut penggunaan biji jenitri sebagai bahan pengganti filler yang sudah di tes uji alat marshall dan memenuhi nilai spesifikasi adalah filler variasi 3% di suhu 60⁰C dengan nilai VIM: 3,78% VMA: 21,3% VFB: 82,26% Stabilitas: 3608kg Flow: 3,13mm MQ: 1151,49kg/mm

Meningkatkan Stabilitas Tanah dengan Penggunaan Bahan Additif Tx – 300 Pada Jalan Raya Wates – Kediri Wahyu Agung Nugroho; Sigit Winarto; Agata Iwan Candra; Fajar Romadhon
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

In ensuring the quality of infrastructure, the role of land as support for buildings is very crucial. Road transportation infrastructure located in Sumberagung Village, Wates Subdistrict, Kediri Regency, has often experienced estimated damage due to unsuitable soil surface layer specifications. On this occasion, the authors conducted a research study on soil characteristics at the location. They carried out experiments to repair damage to the soil surface layer using a combination of additive TX - 300 media in the amount of 5%, 10%, and 15%. The method used was to test soil particles at the location and perform Index Plastic and Proctor tests to measure soil improvement efforts using TX-300 additives. The study results stated that the soil in the area had the criteria of GP (poorly graded gravel) and SP (poorly graded sand). On the USCS theory and the Montmorillonite category in the ASTM classification. The soil plastic index value was 19.37%. The dry volume weight (ɣd) of the Proctor after being converted to the importance of the contents was 3.61 gr/cm3. The Plastic Index value increased to 34.44% after the additive TX-300 combinations. In the 10% combination, the test value (ɣd) of Proctor increased to 4.59 gr/cm3.

STUDI PERENCANAAN STRUKTUR PONDASI TIANG PANCANG GEDUNG FAKULTAS SYARIAH IAIN PONOROGO Lin Sintyawati; Sigit Winarto; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The foundation is an important part of a building. In this calculation, I use the Meyerhoff method, and it is based on the results of the analysis of the carrying capacity of a single or group foundation. The results of the loading analysis that occurred in the Islamic Faculty Building IAIN Ponorogo 379,198.5 kg. The results of sondir calculations carried out by hard soil depths reached a depth of 5.8 meters. For the calculation of pile, foundations used a diameter of 40 cm with threaded reinforcement D16 distance 125 with contents of reinforcement 5 and said SAFE. The calculation result of one-way shear force control = 1,085.34 tons> Nominal Shear Force = 348.05 tons is said to be SAFE. The calculation of the Two-Way Shear Force Control = 1,272.45 tons> Nominal Shear Force = 877.91 tons is said to be SAFE. The pile foundation will experience cracks if there is a moment of 58,278,400 tons / m2 <150 tons / m2 maximum allowable moment, and it is said to be SAFE, and the decrease that will occur is 4.644 mm <360 mm, the allowable decrease is said to be SAFE.Pondasi merupakan bagian penting pada suatu bangunan Gedung. Dalam perhitungan ini saya menggunakan metode mayerhoff dan perhitungan berdasarkan hasil analisis daya dukung pondasi tunggal maupun kelompok. Hasil analisis pembebanan yang terjadi pada Gedung Fakultas Syariah IAIN Ponorogo379.198,5 kg. Hasil perhitungan sondir yang dilakukan kedalaman tanah keras mencapai kedalaman 5,8 meter. Perhitungan pondasi tiang pancang mengunakan diameter 40 cm dengan tulangan besi ulir D16 jarak 125 dengan isi 5 tulangan, dan dikatakan AMAN. Hasil Perhitungan Kontrol Gaya Geser Satu Arah = 1.085,34 ton > Gaya Geser Nominal = 348,05 ton dikatakan AMAN. Perhitungan Kontrol Gaya Geser Dua Arah = 1.272,45 ton > Gaya Geser Nominal = 877,91 ton dikatakan AMAN, pondasi tiang pancang tersebut akan mengalami keretakan apabila terjadi momen sebesar 58.278.400 ton/m2 < 150 ton/m2 momen maksimal yang diijinkan dan dikatakan AMAN dan penurunan yang akan terjadi sebesar 4,644 mm < 360 mm penurunan yang diijinkan dan dikatakan AMAN.

Co-Authors Abidatul Izzah Aditia, Trio Syiwa Aditiya Yayang Nurkafi Afif Nur Rahmadi Afif Nur Rahmadi, Afif Nur Afriyan Arsya Sabilla Agung Guncoro Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmada Khotibul Umam Aldri Frinaldi Alfaridh Pasya, Salman Alfina Iskindaria Ali, Mahardika Kamalika Khusna Altara, Jecksindio Elten Alvin Hidayat Amanda Rizky F Anasrudin Yusuf Andri Dwi Cahyono Annas Dwi Safi'i April Gunarto April Gunarto April Gunarto Ardinata Ardinata Ariadi Santoso Ariadi Santoso, Ariadi Arif Fathur Rohman Arif Rivianto Arif Rivianto Arthur Daniel Limantara, Arthur Daniel Ashabul Yamin Atsfiela Dzulkhan Qalby Bagas Naga Pratala Haryadi Bella Amiria Rahmahima Bima Mahardana, Zendy Budi Heryanto Budi Winarno Budi Winarno Candra Yulianto Dicko Mahendra Dikhy Ridho Laksono Dodi Setiawan Dwi Hartanto Dwi K, Mohamad Agus Dwifi Aprilia Karisma Dwifi Aprilia Kharisma Dwifi Aprillia Karisma Edy Gardjito, Edy Eko Siswanto Eko Siswanto Eko Winarti Elsa Rizqi Purwanti Evita Fitrianis Hidiyati Faiz Muhammad Azhari Fajar Romadhon Fajar Romadhon Fandra Andriansyah P Farikhatul Mufaidah Fatkunada, Nur Addin Fauzie Nursandah Fauzie Nursandah Febrian, Bagas Fianca Nimas Yamada Puteri Fidyan Mamlu'atul Husna Fitry Rahmawaty Fransesco Indra Permana Friska Windi Meira Aisyah Galang Santoso Hadi Mashuri Hendy Hendy Hendy Henny Prasetiyo Heri Wahyudiono Herlan Pratikto Herlangga Duta Pramudya Hermawan Hermawan Hidiyati, Evita Fitrianis Hikmatul Lailiya Husna, Nadiya Ilham Rizqi Nurdian Putra Imam Mustofa Imam Safi'i Kavindo Yugiswara Hutama Khoirun Nisa' Khoirun Nisa' Ki Catur Budi Ki Catur Budi Ki Catur Budi S Krisdiyanto Nugroho Leo Agusta Utama Lin Sintyawati M Ilham Fauzil Fahmi Mahardi Kamalika Khusna Ali Mahardika, Rega Malik Ibrahim Ma’rifatul Mumayyizah Meylinda Vricilia Mishbahul Aziz Moch Aminuddin Moch. Risjad Aldiansyah Mochamad Rizki Mochammad Danara Indra Pradigta Moh. Idham Cholid Moh. Ilham Farihi Mohamad Agus Fajar Wibowo Mohammad Abdul Aziz Hanafi Mohammad Roziq Muchammad Sutikno Mudinillah, Adam Muhammad Bahrudin Muhammad Feggi Saputra Muhammad Heri Nastotok Muhammad Heri Nastotok Muhammad Lutfi Amzari Muhammad Nasih Al hasbi Muhammad Ridho Muhammad Rosyid Abdul Rohman Fauzy Muhammad Sulton Bahrudin Mukhammad Ibnul Mubarok Nadi Rheiza Fathurrohman Niko Andika Erwanda Nur Addin Fatkunada Nursandah, Fauzie Ogest Tegar Widyakrama Oktaviadi, Mohammad Reza Onie Wardani Pertiwi, Sheila Ananda Putri Prendy Eliya Mahendra Putri, Yuzi Melia Adi Rahadi Reswara Rahmat Heru Rahmat Heru Rahmat Heru Supriyo Rahmat Heru Supriyo Rahmawati, Apriliya Laily Ramadhan Mahendra Ravie Setya Putra Rekso Ajiono Ricky Putra Ardianto Rikha Wirda Izzati Rina Dwi Fatika Rina Dwi Fatika Rivianto, Arif Rohmat Ilyas Kurniawan Roid Ahmad Faizin Romadhon Romadhon Romadhon, Fajar Safi'i, Annas Dwi Safi'i, Imam Safi’i, Annas Dwi Saiful Muslimin Salman Alfaridh Pasya Sari, Tiara Sherlyta Satria Arung Bangun Samodera Satria Febby Romaadhoni Sefiyanti, Redyka Sheila Ananda Putri Pertiwi Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto Sony Santoso Sony Susanto Sri Wiwoho Mudjanarko, Sri Wiwoho Sudjati Sudjati Sudjati Sudjati Sugeng Yani Widodo Sulik Anam Sulik Anam Sulik Anam Sumargono Sumargono Sumargono Sumargono Sumargono Supriadi Supriadi Supriono Supriono Suwarno Suwarno Tiara Sherlyta Sari Tiok Kresna Aji Two Puji Guntur A Uminarsih Uminarsih Veithzal Rivai Zainal Vella Maulina Kris Putri Wahyu Agung Nugroho Wardani, Onie Widodo Restu Putra Widodo, Silvi Rushanti winarti, eko Wisnu Arganata Yosef Cahyo Yosef Cahyo Yosef Cahyo S Yosef Cahyo S.P Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Purnomo Yusiane Saraswati Yuzi Melia Adi Putri Zaizafun Zakiya Zaizafun Zakiya Zakiya, Zaizafun Zendy Bima Mahardana

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Journal : Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS)