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All Journal Fakultas Pertanian eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Jurnal Teknik Sipil Fondasi: Jurnal Teknik Sipil Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia JAST : Jurnal Aplikasi Sains dan Teknologi Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) BUANA SAINS Prokons: Jurnal Teknik Sipil Formosa Journal of Applied Sciences (FJAS) Indonesian Journal of Interdisciplinary Research in Science and Technology (MARCOPOLO)
Galih Damar Pandulu
Program Studi Teknik Sipil Fakultas Teknik Universitas Tribhuwana Tunggadewi Malang
Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Physics Social Sciences Transportation Other

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EFEKTIFITAS PENGGUNAAN BEKISTING MULTIPLEX PADA PEKERJAAN LANTAI DAN BALOK BANGUNAN ALEXANDRIA DI TINJAU DARI SEGI BIAYA DAN WAKTU PELAKSANAAN Araujo Fernandes, Joãozinho Dos Santos; Yurnalisdel, Yurnalisdel; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Bekisting merupakan struktur-struktur sementara yang berfungsi sebagai alat penghubung antara desain dan pelaksanaan konstruksi, Struktur-struktur permanen tidak bisa dibangun tanpa struktur - struktur sementara tersebut. Komponen bekisting pada pelaksanaan juga membutuhkan biaya yang besar, oleh karena itu perencanaannya harus dipertimbangkan faktor ekonomisnya. Pemilihan jenis bahan bekisting sering menjadi masalah bagi pelaksanaan pekerjaan, yaitu bagaimana memilih bahan yang tepat dan ekonomis misalnya bahan dapat digunakan secara berulang – ulang, pembongkarannya mudah dan cepat, dapat menahan beban selama pengecoran, harga relatif murah dan hasilnya sesuai dengan yang diharapkan. Tujuan dari penelitian ini adalah : 1. mengetahui seberapa besar nilai penyusutan setelah pemakaian bekisting pada setiap lantai dan balok di bangunan Gedung Alexanria secara berulang. 2. Mengetahui efektifitas penggunaan bekisting secara berulang pada pekerjaan lantai dan balok, pada gedung lantai I sampai lantai IV 3. Mengetahui Berapa waktu pelaksanaan yang efektif dan biaya yang di butuhkan untuk perkerjaan bekisting pada tiap lantai dan balok Gedung Alexanria. Jenis penelitian (metode penelitian) yang di gunakan adalah metode penelitian deskriptif Hasil penelitian terhadap pekerjaan bekisting konvensional Gedung Alexandria menunjukkan bahwa dari segi biaya Rp. 169.213.806 perlantai dan waktu yang efektif untuk pekerjaan bekisting adalah dua (2) minggu. Kata Kunci : Bekisting Multiplex, Efesiensi Biaya, Efektifitas Waktu
Analisa Kapasitas Tingkat Pelayanan Lalu Lintas Tanpa Signal pada Persimpangan Jalan Tirto Utomo Tlogomas Landungsari. Ceu, Albino Maia Do; Pandulu, Galih Damar; Arifianto, Andy Kristafi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 2, No 2 (2018)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

ABSTRACT Malang is the second major city after the city of Surabaya in East Java with tourist potential and its economy is growing. The activities such as malls, markets, parks, campuses, tourist areas, office activities and other activities are factors that make this street has a solid activity that resulted in the problem - the problem of transport one road congestion resulting in decreased capacity, In the survey or the study used data collection methods with Manual Method Counter at the crossroads Tirto Utomo Tlogomas Landungsari Malang with the purpose of calculating the value of traffic volume, capacity and level of service is to conduct a survey for 14 days (starting from 6:00 pm - 22:00 WIB) and survey data obtained vehicle traffic volume and road geometric data are then analyzed using the Indonesian Highway Capacity Manual (MKJI) 1997. Based on the analysis, the volume of peak hour at a crossroads Tirto Utomo Tlogomas Landungsari was 9256 smp / hour, ), capacity of 3206.82 and the level of service (LOS) is F. Keywords: capacity, analysis of traffic services.
Evaluasi Kapasitas Sungai Haruyan Hilir Kabupaten Hulu Sungai Tengah Provinsi Kalimantan Selatan dengan Menggunakan HEC-RAS 5.0.3 Alsorigussa , Plasida; Pandulu , Galih Damar ; Sulistyani , Kiki Frida
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 2 (2019): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The Haruyan Hilir watershed has an area of 94.41 km2 with a river length of 35.24 km and most of the river basin is forest. The Haruyan Hilir River crosses the Tabudarat Hulu Village, Hulu Sungai Tengah Regency, South Kalimantan. The river border is very densely populated and the Haruyan River is a river that often runs out during the rainy season. This situation is very detrimental to the people who live in the area around the Haruyan Hilir River . There is a need to analyze the existing capacity of the river to find out how high the flooding is .Flow profile analysis is carried out with the application of HEC-RAS 5.0.3, while to analyze the design flood discharge using the synthetic unit hydrograph Nakayasu. The design of the Haruyan Hilir River flood discharge uses a design flood of 2 years return period = 267,100 m3 / sec, 10 years return period = 400,401 m3 / sec, and 20 years return period = 437,188 m3 / sec. In the existing condition at the return of 2 years found 55 overflowing cross-section stakes. With these conditions, it proves that the Haruyan Hilir River is a river that is always flooded during the rainy season.
Analisa Kinerja Simpang Tak Bersinyal pada Jalan Ade Irma Suryani, Kecamatan Klojen Kota Malang Pah Tuames, Maria Ursula ; Damar Pandulu, Galih ; Kristafi Arifianto, Andy
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 2 (2019): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The intersection is a point where various vehicles meet in a movement that is not the samedirection, so that the intersection occurs between the opposing road segments and causecongestion along the intersection arm. Likewise, at the Intersection of Jalan Ade Irma Suryani(West) - Jalan Sarif AL. Qoldir - Jalan Ade Irma Suryani (East) - KHWahid Street congestionoccurs due to reduced road width, parking lots on the road and street vendors (street vendors)which is along the body of the road. At the intersection of Jalan Ade Irma Suryani (West) -Jalan Sarif AL. Qoldir - Jalan Ade Irma Suryani (East) - Jalan K.H.Wahid there was acongestion caused by a side obstacle, which was not matched by adequate infrastructure. So thisresearch aims to analyze the performance of the unsignalized intersections based on the 1997Indonesian Road Capacity Manual (MKJI). In analyzing traffic capacity and behavior, field dataare needed in the form of: geometric conditions, traffic flow conditions for two weeks on June24, 2019 to July 7, 2019, with an observation time of 15 hours per day from 06:00 - 21:00 Wita.From the research, the current at peak hours of the first week occurs on Saturday, June 29, 2019at 3:00 - 16:00 West Indonesia Time. With a total vehicle volume of 15692 vehicles / hour or31384 pcu / hour and the current at peak hours of the second week occurs on Sunday, July 72019 at 16:00 - 17:00 Wita. With a total vehicle volume of 14832 vehicles / hour or 27664 pcu /hour. The calculation results show that the capacity of intersections (C) 2472,183 pcu / hour,with a degree of saturation (DS) of 1,329 pcu / hour, which means the degree of saturation thatoccurs ?0.75 of the required. Intersection delay (D) 23.24 seconds / junior high, and the chance of queuing (QP) that occurs is 150% - 78%. The conclusion that can be drawn is the capacity atthe intersection of Jalan Ade Irma Suryani, Klojen Subdistrict, Malang City, an improvementmust be made, namely by widening the road in the direction of Sarif AL.Qoldir street, JalanK.H.Wahid and making a sidewalk for pedestrians.
Evaluasi Tingkat Pelayanan Simpang Tiga Tak Bersinyal pada Simpang Pendem (Jl. Raya Dadaprejo – Jl. Dr. Moh. Hatta – Jl. Ir. Soekarno) Kota Batu Gire , Sartini; Pandulu, Galih Damar ; Arifianto , Andy Kristafi
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 2 (2019): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Jl. Dadaprejo ? Jl. Ir. Soekarno ? Jl. Dr. Moh. Hatta, who is the area of Batu City Pendem, is one of the intersections that has a high volume of traffic because the intersection is a path leading to tourist attractions and also to several cities. The problem that occurs at the Pendem intersection is the absence of a vehicle controller resulting in traffic congestion and frequent accidents. To overcome the traffic conflict at the Pendem intersection, a development of supporting facilities and anfrastructure is needed, aspecially on improving road networks, crossing planning. Traffic volume data is taken for 14 days (2 weeks) which can the be explored traffic volume desity at rush hour even on weekends. The purpose of this study is to evaluate the performance of existing intersections and analyze alternative solutions to problems that occur at the Pendem intersection.
PENGARUH PENGGANTI SEBAGIAN SEMEN DENGAN ABU AMPAS TEBU TERHADAP KUALITAS MORTAR BERDASARKAN KUAT TEKAN DAN PENYERAPAN AIR Wiyono, Adi; Karjanto, Adjib; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 1, No 1 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Bagasse is the result of the abundant waste from the sugar manufacturing process (± 30% of milling capacity). Abundant bagasse has been used as fuel boiler (a tool to produce steam at a certain amount per hour with a certain pressure and temperature). The burning of bagasse has elements that are useful to increase the strength of mortar, because it has properties of siliceous pozzolan and very prominent. This research was conducted with the aim of utilization of bagasse ash for cement replacement in making mortar, with alternate variations bagasse ash 0%, 2%, 4%, 6%, 8% and 10%. The results showed that the lowest water absorption in a mixture of 8% variation with the results of 1.54% and an average compressive strength of mortar greatest present in 8% with an average compressive strength of 25.04 MPa Keywords: bagasse ash, mortar, compressive strength, absorption ABSTRAK Ampas tebu merupakan hasil limbah buangan yang berlimpah dari proses pembuatan gula (± 30% dari kapasitas giling). Ampas tebu yang berlimpah tersebut telah dimanfaatkan sebagai bahan bakar ketel uap (alat untuk memproduksi uap pada jumlah tertentu setiap jamnya dengan tekanan dan suhu tertentu). Pembakaran ampas tebu memiliki unsur yang bermanfaat untuk peningkatan kekuatan mortar, karena mempunyai sifat pozzolan dan mengandung silika yang sangat menonjol. Penelitian ini dilakukan dengan tujuan pemanfaatan abu ampas tebu untuk pengganti semen dalam pembuatan mortar, dengan variasi pengganti abu ampas tebu 0%, 2%, 4%, 6%, 8% dan 10%. Hasil penelitian menunjukkan bahwa penyerapan air yang paling rendah pada variasi campuran 8% dengan hasil rata-rata 1,54 % dan kuat tekan mortar yang paling besar terdapat pada 8% dengan kuat tekan rata-rata 25,04 Mpa. Kata kunci: abu ampas tebu, mortar, kuat tekan, penyerapan
KAJIAN LAHAN KRITIS DENGAN MENGGUNAKAN GEOGRAPHIC INFORMATION SYSTEM (GIS) PADA DAERAH IRIGASI JARUMAN KEBON ALAS KABUPATEN MALANG Kamlasi, Jusak Christison; widodo, esti; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Lahan kritis merupakan lahan yang telah mengalami kerusakan fisik tanah karena berkurangnya penutupan vegetasi dan adanya gejala erosi (banyaknya alur drainase) yang akhirnya membahayakan fungsi hidrologi dan daerah lingkungan sekitarnya. Dalam laporan ini mengambil topik tentang kajian Lahan Kritis menggunakan Geographic Information System (GIS). System computer yang digunakan untuk memasukan (capturing), menyimpan, memeriksa data ? data yang berhubungan dengan posisi-posisi di permukaan bumi. GIS dapat digunakan untuk mengidentifikasi lahan kritis di sebuah DAS. Dengan perangkat komputer berupa ArcView GIS yang digunakan untuk menghitung hasil penilaian masing ?masing kelas, pembobotan tiap parameter dan mengetahui tampilan dari peta, tabel, dan grafik. Dari hasil pembobotan yang diberikan maka tingkat kekritisan lahan dapat diklasifikasikan menjadi beberapa kelas yaitu: tidak kritis = 865,19 (Ha), agak kritis = 220,33 (Ha), potensial kritis = 2486,40 (Ha), dan kritis =111,97 (Ha), dengan hasil luas yang berbeda.
ANALISA TINGKAT PELAYANAN PADA RUAS JALAN SLAMET SUPRIYADI KECAMATAN SUKUN KOTA MALANG Baba, Selestinus; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Kota malang merupakan salah satu kota besar di jawa timur dengan potensi wisata dan perekonomiannya yang semakin berkembang. Adanya aktivitas perkotaan dan aktivitas lainya seperti aktivitas Mall, Pasar, Taman, Kampus, Daerah Wisata, merupakan faktor yang menjadikan jalan ini memiliki aktivitas padat yang mengakibatkan masalah-masalah transpotasi salah satunya kemacetan yang mengakibatkan kapasitas jalan semakin menurun, dalam penelitian ini digunakan metode pengambilan data dengan manual Mothod Counter pada ruas jalan Slamet Supriyadi Kecamatan Sukun Kota Malang dengan tujuan untuk menghitung nilai volume lalu lintas, kecepatan, kapasitas dan tingkat pelayan jalan yaitu dengan melakukan survey selama 10 hari ( dimulai dari jam 6.00 WIB ? 21.00 WIB ) dan dari hasil survey didapatkan data volume lalu lintas, kecepatan kendaraan dan data geometrik jalan. Dalam pengolahan data dilakukan dengan metode Manual Kapasitas Jalan Indonesia (MKJI) 1997 dimana derajat kejenuhan (DS) sebagai indikator perilaku lalu-lintas pada ruas jalan Slamet Supriyadi Kecamatan Sukun Kota Malang. Berdasarkan hasil analisa, volume jam puncak pada ruas jalan Slamet Supriyadi adalah 2934.36 smp/jam, tingkat pelayanan jalan (LOS) adalah E. Kata Kunci : Jalan Slamet Supriyadi, Analisa MKJI 1997, Tingkat Pelayanan Jalan E. ABSTRACT Malang is one of the major cities in East Java with tourism potential and a growing economy. The existence of the urban activity and other activity such as malls, markets, parks, Campuses, area attractions, a factor which makes this road has a solid activity resulting in problems provided one of the bottlenecks result in road capacity declined, in this study used methods of data capture with manual Mothod counters, in the Subdistrict Slamet Alwi road of breadfruit, Malang for the purpose of calculating the volume of traffic, speed, capacity and service levels the way i.e. by doing surveys for 10 days (starting from the hours of 6.00 am EST ? 21.00 GMT ) and the results of the survey obtained data traffic volume, vehicle speed and roadway geometric data. In the processing of data is carried out by Manual methods of road capacity of Indonesia (MKJI) 1997 whereby the degree of saturation (DS) as an indicator of traffic behaviour on the roads of breadfruit Subdistrict Slamet Alwi and Malang. Based on the results of the analysis, the volume of peak hours on roads Slamet Alwi is a 2934.36 junior/hour, the road level of service (LOS) is E.
DESAIN PERKERASAN RUAS JALAN HPH SP III – SP IV DISTRIK YAPSI JAYAPURA Kurniawan, Yusuf; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 2 (2019): EDISI DESEMBER 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Dalam rangka meningkatkan taraf hidup masyarakat di Kabupaten Jayapura, sarana dan prasarana transportasi darat dianggap memegang peranan yang sangat penting guna memperlancar arus mobilitas barang dan jasa, serta dapat pula membuka keterisolisiran masyarakat setempat dikarenakan jalan penghubung yang masih sulit untuk dilalui oleh kendaran. Penelitian ini bertujuan untuk memperoleh hasil desain perkerasaan pada ruas jalan HPH SPIII ? SPIV Distrik Yapsi Jayapura dengan panjang 5000 meter. Sehingga jalan yang direncanakan dapat memudahkan mobilisasi serta hubungan transportasi dari daerah ke kabupaten bahkan sampai ke pelosok-pelosok desa yang terpencil sekalipun. Metode yang digunakan dalam studi ini adalah metode Bina Marga. Perkerasan lentur (flexiblepavement) terdiri dari lapisan-lapisan yang berfungsi untuk menerima beban lalu lintas dan menyebarkannya ke lapisan di bawahnya. Konstruksi perkerasan lentur (flexiblepavement) terdiri dari empat lapisan yaitu lapisan permukaan (surface), lapisan pondasi atas (basecourse), lapisan pondasi bawah (subbase), dan lapisan tanah dasar (subgrade), sehingga diperoleh kesimpulan bahwa susunan tebal perkerasan terdiri dari lapisan permukaan (surface) menggunakan Laston dengan tebal 10 cm, lapisan pondasi atas (basecourse) menggunakan batu pecah kelas B dengan tebal 20 cm, dan lapisan pondasi bawah (subbase) menggunakan sirtu kelas B dengan tebal 10 cm dan mampu melayani beban selama umur rencana 10 tahun.
EVALUASI KINERJA SIMPANG EMPAT TAK BERSINYAL PADA RUAS JALAN SUNAN KALIJAGA KELURAHAN MERJOSARI KECAMATAN LOWOKWARU KOTA MALANG Dos Reis, Julio Octavio; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Intersection is an integral part of all road systems. The city of Malang has one intersection that has a high density level, namely the intersection of four without a signal located on the road of Sunan Kalijaga, Merjosari Village, Lowokwaru District, Malang City. Therefore there is a need for research to overcome the problems that occur. The purpose of this research is to find the best alternative to solve the problem of vehicle density at intersection Jln. Merto Joyo Selatan - Jln. Joyo Suko Timur - Jln. Simpang Gajayana - Jln. Sunan Kalijaga in Merjosari Village, Lowokwaru District, Malang City for the next 5 years. This study uses primary data and secondary data. Primary data is obtained by an average daily traffic volume survey for 2 weeks at 06:00 - 22:00 WIB, and direct geometric intersection measurements. Secondary data in the form of Malang City population growth data in 2017 and Malang City traffic vehicle growth data. Data analysis in this study was based on MKJI 1997 with the help of MS. Excel 2007. The results of this study indicate that the peak hours in the first week occur on Monday at 16: 00-17: 00 WIB with a traffic volume (Q) of 1683.95 pcu / hour, capacity (C) of 1359,288 junior high school / hour and second week on Wednesday hours 17: 00-18: 00 WIB with a traffic volume (Q) of 1891.55 pcu / hour, capacity (C) of 1359.288 pcu / hour. This shows that the intersection has a level of road service class F (very, very low) so that proper evaluation and handling is necessary. Based on the results of the test analysis, the best alternative for solving these problems is by installing traffic signs prohibited parking, improving alignment or intersection of fields on the road.
Co-Authors Gire , Sartini Adjib Karjanto Agustian, Dominikus Alsorigussa , Plasida Andy Kristafi Arifianto Aprianus Aristo Tanggela Aprianus Sairo Lende Araujo Fernandes, Joãozinho Dos Santos Arifianto , Andy Kristafi Arifianto, Andi Kristafi Arifianto, Andy Kristafi Armin Naibaho Arnoldus Moruk, Dionisius Azwar, Erizaldy Baba, Selestinus Benediktus Ogan, Ari Ceu, Albino Maia Do Diana Ningrum, Diana Dos Reis, Julio Octavio Esti Widodo Germanus Samponu, Germanus Imarianto, Georgius Imron Rosadi Jurnalisdel, Jurnalisdel Kamlasi, Jusak Christison Khaerudin, Dian Noorvy Kiki Frida Sulistyani KOTA, KONSTANTINUS RANI Lazarus Hezron H.U.W Moulaka M Sa’dillah M. Sa'dillah maia, Jaime ximenes soares Marianus Timotius Gare, Marianus Timotius Mite, Adrianus Raimundus Mochammad Choirul Effendi Mochammad Rofiudin Mukhlis Pribadi Nawir Rasidi Nawir Rasidi Ndima, Susana Rambu Oktavianus Oba Oktaviastuti, Blima Pah Tuames, Maria Ursula Pamela Dinar Rahma Primasworo, Rifky Aldila Rifky Aldila Primasworo Rifky Aldila Primasworo Rifky Aldilla Primasworo Rinse , Marta Yunita Riyanto Djoko Royzikin, Ahmad Rustam Rustam Selen , Karolus Sutoyo . Talan, Hironimus widodo, esti Wijaya, Handika Setya Wilfridus Palbeno Wiyono, Adi Yerian Hamba Banju Yurnalisdel Yurnalisdel, Yurnalisdel Yusta Dayuwasti Gons Yusuf Kurniawan Zeliana Fatima Da Silva