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All Journal Jurnal Ilmu Lingkungan Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Techno: Jurnal Penelitian Prosiding Forum Studi Transportasi Antar Perguruan Tinggi JURNAL SIPIL SAINS Teras Jurnal Syntax Literate: Jurnal Ilmiah Indonesia Jurnal Teknik Industri : Jurnal Hasil Penelitian dan Karya Ilmiah dalam Bidang Teknik Industri JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Rancang Bangun IJEBD (International Journal Of Entrepreneurship And Business Development) Journal of Science and Engineering Jurnal Serambi Engineering Jurnal Rekayasa Konstruksi Mekanika Sipil Spatial : Wahana Komunikasi dan Informasi Geografi Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Syntax Idea Jurnal Teknik Sipil dan Teknologi Konstruksi EPI International Journal of Engineering Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Journal Innovation of Civil Engineering (JICE) Journal Of Khairun Community Services Indonesian Journal of Multidisciplinary Science CLAPEYRON: Jurnal Ilmiah Teknik Sipil Eduvest - Journal of Universal Studies Jurnal Pengabdian Khairun

Gaus, Abdul

Universitas Khairun

Author-ID : 587405

Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Neuroscience Public Health Social Sciences Transportation Other

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Sosialisasi Kesehatan dan Keselamatan Kerja (K3) kepada Kelompok Sadar Wisata di Kelurahan Kastela â€“ Kota Ternate Imran Imran; Abdul Gaus; Raudha Hakim
Journal Of Khairun Community Services Vol 2, No 1 (2022): Journal Of Khairun Community Services
Publisher : Universitas Khairun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/jkc.v2i1.4457

Pengembangan kawasan wisata di Kota Ternate manjadi salah satu program pemerintah kota saat ini. Beberapa destinasi wisata terutama wisata pantai telah dikelola secara berkelompok oleh masyarakat setempat dengan membentuk kelompok sadar wisata. Namun demikian pengetahuan dan pemahaman kelompok ini masih terbatas terutama terkait dengan keselamatan dan Kesehatan kerja. Oleh karena itu kegiatan pengabdian dalam bentuk sosialisasi ini bertujuan untuk meningkatkan pemahaman kesiapsiagaan dan kesadaran masyarakat dan menumbuhkan peran komunitas masyarakat dalam mewujudkan ketangguhan masyarakat menghadapi kecelakaan. Luaran dari kegiatan ini adalah peningkatan pengetahuan dan wawasan Kesehatan dan Keselamatan Kerja bagi peserta pengelola kawasan wisata pantai Kastela Kota Ternate

Effects of Using Pumice Sand as A Partial Replacement of Fine Aggregate in Lightweight Concrete Mixtures Abdul Gaus; Mufti Amir Sultan; Raudha Hakim; Ichsan Rauf
IJEBD (International Journal of Entrepreneurship and Business Development) Vol 5 No 4 (2022): July 2022
Publisher : LPPM of NAROTAMA UNIVERSITY

Purpose: The advantage of lightweight concrete is to reduce the weight, which is considered the dead load on the structure. This study aims to determine the effect of replacing sand with pumice sand as fine aggregate in lightweight concrete. The substitution affects the compressive strength, split tensile strength, and weight. Design/methodology/approach: The research method is through testing in the laboratory, where the test specimens are cylindrical following SNI with a height of 30 cm and a diameter of 15 cm totaling 50 pieces. The composition ratio between regular and pumice sand is 75%:25%, 50%:50%, 25%:75%, and 0%:100%, respectively. Control of the test object using 100% regular sand. Findings: This research shows that adding pumice sand into the mixture decreases the volume weight. The weight of the volume of concrete produced is < 1,900 kg/m3, which is classified as a lightweight one. Research limitations/implications: The resulting compressive strength of 56.63 kg/cm2 decreased against the control test object by 81.10%. At the same time, the split tensile strength is 1.13 kg/cm2, or a decline of 52.05% from the control test object. Originality/value: This paper is an original work. Paper type: Research paper

MODEL WAKTU PERJALANAN PEKERJA PADA WILAYAH KEPULAUAN (STUDI KASUS TERNATE- SOFIFI) Raudha Hakim; Abdul Gaus
CLAPEYRON: Jurnal Ilmiah Teknik Sipil Vol 2, No 1 (2021): Clapeyron : Jurnal Ilmiah Teknik Sipil
Publisher : CLAPEYRON: Jurnal Ilmiah Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (778.738 KB)

AbstrakTransportasi laut sebagai sarana penghubung antar pulau masih sangat minim, kurangnya infrastruktur, terbatasnya jumlah angkutan sampai biaya transportasi yang tinggi.Tujuan penelitian ini adalah menganalisis karakteristik perjalanan dan memodelkan waktu perjalanan pekerja pada wilayah kepulauan.Survei wawancara dilakukan untuk menentukan berbagai karakteristik pribadi dan pola perjalanan yang mempengaruhi waktu perjalanan pekerja pada wilayah kepulauan. Model regresi linier dikembangkan untuk mengidentifikasi faktor-faktor yang mempengaruhi pilihan waktu perjalanan dengan perangkat lunak pengolah data ms excel untuk menjelaskan pola perjalanan dan pilihan model waktu perjalanan. Hasil penelitian ini diharapkan memberikan gambaran tentang karakteristik perjalanan dan model waktuperjalanan pekerja pada wilayah kepulauan wilayah gugus pulau di Provinsi Maluku Utara.Kata kunci—Pekerja, waktu perjalanan, wilayah kepulauan.

ANALISIS STRATEGIS PENGEMBANGAN PELABUHAN KUPAL PADA KORIDOR REGIONAL HALMAHERA SELATAN Mardiana M Taiyeb; Mufti Amir Sultan; Abdul Gaus
CLAPEYRON: Jurnal Ilmiah Teknik Sipil Vol 3, No 2 (2022): Clapeyron : Jurnal Ilmiah Teknik Sipil
Publisher : CLAPEYRON: Jurnal Ilmiah Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/clapeyron.v3i2.5394

Pelabuhan adalah tempat yang terdiri dari daratan dan perairan di sekitarnya dengan batas-batas tertentu sebagai tempat kegiatan pemerintah dan kegiatan ekonomi yang dipergunakan sebagai tempat kapal bersandar, berlabuh, naik turun penumpang dan bongkar muat barang yang dilengkapi dengan fasilitas keselamatan pelayaran dan kegiatan penunjang pelabuhan serta sebagai tempat perpindahan intra dan moda transportasi. Faktor internal dan eksternal pelabuhan Kupal berpengaruh besar terhadap pengembangan pelabuhan dan daerah di sekitarnya. Dengan kekuatan, kelemahan, peluang, dan ancaman yang terdapat pada Pelabuhan Kupal. Pemerintah Kabupaten Halmahera Selatan harus memanfaatkan pelabuhan Kupal dengan skala proritas. Hasil penelitian menunjukkan pelabuhan Kupal berada pada kuadran 4 dalam posisi yang lemah dan sangat tidak menguntungkan. Rekomendasi strategi yang diberikan adalah untuk meningkatkan kinerja internal, membenahi infrastruktur pelabuhan dan meminimalisir kelemahan.

Analysis of the Use of Coal Waste (Bottom Ash) As A Substitute For Aggregate in A Thin Layer Mix of Asphalt Concrete Kardiman Kardiman; Sabaruddin Sabaruddin; Abdul Gaus
Eduvest - Journal of Universal Studies Vol. 2 No. 9 (2022): Journal Eduvest - Journal of Universal Studies
Publisher : Green Publisher Indonesia

PLTU Tidore produces coal waste in the form of bottom ash or (FABA) which produces an average of 14 tons per day or 5,040 tons per year. To reduce the amount of waste, which can reduce production costs and reduce industrial waste, namely by using bottom ash as a substitute for fine aggregate. The specifications in the implementation of this test refer to the General Bina Marga 2018 specifications. The compaction of the test object is carried out in 2 × 75 collisions assuming that the test is intended for heavy traffic. The test results show that the bottom ash content as an aggregate substitute for fine aggregate produces a stability value of 1437 kg, flow 3.23 mm, MQ 450.11 kg/mm, density 2.377 gr/cm³, and porosity 4.71%. The values of flow, density, stability, MQ, porosity and porosity meet the requirements of the values set in Revision II of Highways (2018). ITS test of hot mixture HRS-BASE with the addition of bottom ash in the optimum asphalt content of 925.39 Kpa

Risk Management Maturity in Construction Service Companies on Time Performance and Road Construction Quality Abdul Hamid Payapo; Nurmaiyasa Marsaoly; Abdul Gaus
Indonesian Journal of Multidisciplinary Science Vol. 2 No. 5 (2023): Indonesian Journal of Multidisciplinary Science
Publisher : International Journal Labs

The risks that have the most influential impact during the construction work of the Sp. Dodinga-Sofifi-Akelamo-Payahe-Weda Road Preservation project in North Maluku Province, are the work environment (the surrounding conditions of the road (right and left) which are overgrown with wild plants, so that it looks like the road feels poorly maintained), equipment (inadequate opererators in operating heavy equipment during the implementation of work), materials (There is often a shortage of materials (non-local) because they have to be brought in from outside the area), methods of carrying out work (Implementation of work not in accordance with predetermined specifications), human resources, (Human resources who work cannot coordinate properly and do not produce road projects that well), financial (Insufficient financial capability of the contractor and use of unused contract advances for the purposes of project implementation), and design changes (Frequent design changes by the owner due to use or function that changed from the initial planning while the work was being carried out).

Analisis Faktor Keterlambatan Dominan Pada Proyek Pemeliharaan Jalan (Studi Kasus: Jalan Seksi Sp. Dodinga – Sofifi – Akelamo – Payahe – Weda) Abdul Hamid Payapo; Nurmaiyasa Marsaoly; Abdul Gaus; Ichsan Rauf; Raudha Hakim
Jurnal Serambi Engineering Vol 8, No 2 (2023): April 2023
Publisher : Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32672/jse.v8i2.5762

Road maintenance work or road preservation is very important to be carried out as a government effort to maintain the functional sustainability of the road. The delay in the implementation of this activity will not only have an impact on accessibility between regions, but will also cause losses for the contractor and project owner. The factors causing delays in the implementation of road preservation work vary widely and are different in each region. Thus, an understanding of these factors will provide important information in the management of future projects. This study conducted to analyze the dominant factors that cause the delays of road preservation projects in North Maluku, where the case study is in the Sp. Dodinga – Sofifi – Akelamo – Payahe – Weda, this road has length of ± 141 km. Respondents in the study are people who are directly involved in the implementation of this work. A statistical approach was carried out in this study, where the independent variables used included: Finance (X1), Human Resources (X2), Materials (X3), Equipment (X4), Work Implementation Methods (X5), Design Changes (X6), and Work Environment (X7), while for the dependent variable is Time (Y1). The results of this study indicate that the dominant factors influencing the timely completion of road preservation work at the study location are Finance (X1), Human Resources (X2), Materials (X3), and Equipment (X4) with a percentage value of 43.89%.

EFEK PENAMBAHAN SERAT POLYPROPYLENE TERHADAP KUAT TEKAN BETON PADA PERKERASAN KAKU Thariq Al Faridzi A Sultan; Ismanto Wahab Ali; Abdul Gaus; Mufti Amir Sultan
Jurnal Teknik Sipil : Rancang Bangun Vol. 9 No. 1 (2023): April 2023
Publisher : Universitas Muhammadiyah Sorong

Show Abstract | Download Original | Original Source | Check in Google Scholar

Rigid pavement or cement concrete pavement is a construction (pavement) with aggregate and raw materials and uses cement as a binding material. Rigid pavements have good compressive strength, but in contrast to flexural strength, this is due to their brittle nature, so when planning rigid pavements, fiber is added to the concrete mixture in the hope of increasing the elastic or flexible properties of the rigid pavement itself. This study aims to analyze the effect of adding polypropylene fibers to a mixture of rigid pavement concrete with a variation of 0.1%; 0.3%; 0.5%; 0.7%; and 1.0% by weight of cement. Control test objects without using polypropylene fiber. The number of cylindrical specimens of 15x30 cm was 30 pieces. Compressive strength test. The results showed that the compressive strength were optimum at 0.30%.

PENGARUH PENGGUNAAN SERAT POLYETHYLENE TEREPHTHALATE TERHADAP KARAKTERISTIK MARSHALL CAMPURAN ASPAL BETON AC BASE Abdul Gaus; Nuramaiyasa Marsaoly; Kardiman Kardiman; Aris Abdul
CLAPEYRON: Jurnal Ilmiah Teknik Sipil Vol 4, No 1 (2023): Clapeyron : Jurnal Ilmiah Teknik Sipil
Publisher : Program Studi Teknik Sipil, Universitas Khairun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/clapeyron.v4i1.6121

Beberapa dekade terakhir, plastik telah membawa banyak kemudahan bagi kehidupan masyarakat, namun plastik juga telah menyebabkan banyak masalah bagi lingkungan. Untuk mengatasi masalah ini, daur ulang plastik merupakan salah satu alternatif, yang lain dengan menggantikan material alami yang ada sekarang dengan mengguakan plastik telah mendapatkan perhatian yang signifikan dari para peneliti. Tujuan dari penelitian adalah untuk mengetahui pengaruh limbah plastik jenis PET pada campuran aspal beton AC Base berdasarkan karakteristik marshall campauran aspal. Berdasarkan pengujian marshall diketahui bahwa penambhan PET pada campuran aspal dapat meningkatkan nilai stabilitas pada campuran aspal beton. Penggunaan Serat PET memberikan dampak yang positif sehingga dapat dikembang untuk penelitian selanjutnya

EFEK PENGGUNAAN PASIR BATU APUNG SEBAGAI PENGGANTI SEBAGIAN AGREGAT HALUS PADA CAMPURAN BETON RINGAN Abdul Gaus; Mufti Amir Sultan; Raudha Hakim
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 12 No. 1 (2023)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.12.1.5269.8-13

Beton ringan diperoleh dengan penggunaan pasir batu apung sebagai substitusi agregat halus. Kelebihan yang diharapkan dari beton ringan adalah untuk mereduksi berat sendiri dari beton yang menjadi beban mati pada struktur. Penelitian ini bertujuan untuk mengetahu efek penggunaan pasir batu apung terhadap berat volume, kuat tekan dan kuat tarik beton. Metode penelitian dengan pengujian di laboratorium. Benda uji yang digunakan berbentuk silinder dengan tinggi 30 cm dan diameter 15 cm sesuai SNI-03-1974. Agregat kasar batu apung dan agregat halus pasir batu apung bersumber dari quarry Dowora di Pulau Tidore. Agregat halus pada benda uji kontrol menggunakan pasir normal dari quarry Kalumata di Pulau Ternate. Menggunakan pasir batu apung sebagai agregat halus dengan perbandingan 75% pasir normal 20% pasir apung, 50% pasir normal dan 50% pasir batu apung, 25% pasir normal dan 75% pasir batu apung, dan 100% pasir batu apung. Benda uji kontrol menggunakan 100% pasir normal. Tiap variasi benda uji berjumlah 10 buah sehingga total benda uji 50 buah. Hasil penelitian ini menunjukkan bahwa berat volume mengalami penurunan seiring dengan penambahan berat pasir batu apung ke dalam campuran beton. Berat volume beton yang dihasilkan < 1900 kg/m3, maka beton tersebut digolongkan sebagai beton ringan. Kuat tekan dihasilkan 56.63 kg/cm2 penurunan terhadap benda uji kontrol sebesar 81.10%. Kuat Tarik belah beton sebesar 1.13 kg/cm2 atau penurunan terhadap benda uji kontrol 52.05%. Berdasarkan kuat tekan dan tarik maka beton dkategorikan sebagai beton struktural ringan sebagai isolator.

Co-Authors -, Mustamin Abdul Hamid Payapo Abdul Hamid Payapo Abdullah, Abdul Madjid Albanjar, Mutmaina Albar, Abdullah Ali, Ismanto Wahab Amalia, Ema Amelia, Risky Andi Arifah Pasri AR, Ridwan Aris Abdul Bachmid, Ryan Rinaldy R Barmawi, Nurtalia Chaerul Anwar Chairul Anwar Chairul Anwar Chairul Anwar Djamaluddin, Rudy Edi Susanto Farah Nur Muhammad Farika, Azmy Gilang Ramadan Kololikiye Hairil Hi. Hukum Hakim, Raudha Hernita Pasongli Hi Abbas, Muhammad Yunus Hi Bayan, Ilman Nafiyanto A Hi. Hukum, Hairil Hidayat Batubara, Muizzul Ilham Udin Imran Imran Imran Imran Imran, Imran Inggrayani Anggreni waiola Irnawaty Irnawaty, Irnawaty Irnawaty ST.,MT Ismanto Wahab Ali Ismuddin B Saifuddin Jaelan, Salsabila Jamalun Togubu Kamarullah, Suryawan Kardiman Kardiman Kardiman Kardiman Kardiman Rian Khusna Arif Rakhman, Khusna Arif Kusnadi Kusnadi Liska Novianti Liska Novianti M. Saleh, Muhammad Fauzan M. Saleh, Nur Rifqah Mardiana M Taiyeb Mardianti anti Mardianti anti, Mardianti Marsaoly, Nuramaiyasa Marsaoly, Nurmaiyasa Mohammad Ridwan Fadly Mufti Amir Sultan, Mufti Amir Muh Anshar Amrin Muh. Asrul Musyafir Muhamad Darwis Muhammad Taufiq Yuda Saputra Najamuddin Najamuddin, Najamuddin Nu'man, Nu'man Nur Ali Nuramaiyasa Marsaoly Nurmaiyasa M. Rahim, Mustamin Raudha Hakim Rauf, Ichsan Sabaruddin Sabaruddin S Sabaruddin Sabaruddin Saifuddin, Ismuddin B Samsul Samsul Saputra, Muhammad Taufik Yuda Seniyasmin, Seniyasmin Sultan Amir, Mufti Sultan, Thariq Alfaridzi A Sutrisno Putra Syafruddin Syafruddin Thariq Al Faridzi A Sultan Tjaronge M. W., Tjaronge M. Ummu Humaira Mubin Wahab, Iis Hamsir Ayub Wiwik Handayani Yani, Stevi Yudha Saputra, M Taufiq Yuni Damayanti Zainudin Zainudin Zamzam, Zulkifli Zulkarnain Zulkifli Zam Zam

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