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SLUMP TeS : Jurnal Teknik Sipil
Published by Sekolah Tinggi Teknologi Dumai
ISSN : 29639085     EISSN : 29631726     DOI : https://doi.org/10.52072/slumptes.v2i1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology
Manajemen Rekayasa Konstruksi, Struktur, Transportasi, Sumber daya air, Geoteknik, MK3, Teknik Lingkungan.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 84 Documents
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Design Komposisi Beton Untuk Panel Beton Menggunakan Bahan Tambah Serat Fiberglass Andanu, Surya Laksa; Abrar, Aidil; Putra, Sony Adiya; Desriyati, Welly
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.714

Abstract

To overcome the problem of deficiencies in concrete, there are various ways, one of which is the innovation of mixing concrete with fiber which is an innovation to increase the compressive strength of concrete. Fiber concrete is a composite material in which fiber is added to the concrete mixture. The fiber used in this research is Fiberglass. Comparison results of the compressive strength of normal concrete and Fiberglass fiber. Normal concrete aged 7 days has an average compressive strength of 107.76 Kg/Cm2, aged 14 days the average compressive strength is 154.09 Kg/cm2, aged 28 days the average compressive strength is 166.17 Kg/cm2. And for concrete with added 3% Fiberglass fiber, aged 7 days, the average compressive strength is 117.83 Kg/cm2, aged 14 days, the average compressive strength is 148.05 Kg/cm2, aged 28 days, the average compressive strength is 164, 66 Kg/cm2. for concrete with 5% Fiberglass fiber added at age 7 the average compressive strength is 123.87 Kg/cm2, at 14 days the average compressive strength is 146.53 Kg/cm2, at 28 days the average compressive strength is 187.32 Kg/cm2. for concrete with added 9% Fiberglass fiber, aged 7 days, the average compressive strength is 99.70 Kg/cm2, aged 14 days, the average compressive strength is 128.41 Kg/cm2, aged 28 days, the average compressive strength is 149.56 Kg/cm2.
Analisis Daya Dukung dan Efesiensi Pondasi Tanki CPO Kapasitas 1000 Kiloliter Studi Kasus PT.Energi Unggul Persada Prananda, M. Rizki; Abrar, Aidil; Halimatusadiyah; Marbun, Novri Jenita
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.715

Abstract

In planning a building construction, several theoretical foundations are needed in the form of structural analysis, knowledge of the strength of materials and other things that are guided by the regulations in force in Indonesia. The aim of this research is to analyze and compare the bearing capacity of group spun pile foundations from the results of field data from the Cone Penetration Test (CPT), Standard Penetration Test (SPT) (using the Aoki and De Alencar Method with the Meyerhof Method), (using the Classical Method) , and compare with the STAADPRO V8i application, as well as calculate the number of uses of spun pile piles and determine the settlement that occurs. Based on the load analysis, the carrying capacity of the D30 group spun pile foundation on a CPO tank with a capacity of 1000 kilo liters based on the method used and field test results data can be, based on CPT/Sondir data (3,694.27), Mayerhof method (2,313.60) , Classic Method(1,783.42), and using the STAAD PRO V8i application (3,132). Based on the analysis carried out in calculating and comparing several methods in determining the number of d30 spun pile piles due to the load acting on the CPO tank structure building with a capacity of 1000 kiloliters, based on the method used and data from field tests, based on maximum Sondir data (36 points with depth 24 meters), Mayerhof Method (26 points with a depth of 24 meters), Kalsik Method (30 points with a depth of 24 meters).
Analisis Kelayakan Spent Bleaching Earth (SBE) Sebagai Filler Dalam Campuran Aspal AC-BC Supirman; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.716

Abstract

Spent Bleaching Earth adalah limbah padat yang dihasilkan dari proses bleaching dalam indrustri pengolahan kelapa sawit seperti minyak goreng dan elokimia. Spent bleaching earth merupakan campuran antara tanah liat dan minyak yang harus ditangani dengan hati-hati karena sifatnya yang mudah terbakar. Pada umumnya industri minyak akan membuang limbah B2 spent bleaching earth pada suatu lahan. Spent Bleaching Earth biasanya dibakar sebagai bahan bakar, dicampurkan dengan bahan organik dan dibuat kompos, atau pada umumnya langsung dibuang ke suatu lahan setelah dilakukan pengolahan dengan air untuk mengurangi sifat keterbakarannya. Spent Bleaching Earth dapat diolah baik dengan proses termal ataupun regenerasi secara kimia, yang dapat menghasilkan Bleaching Earth sama efisiennya dengan bahan asli Bleaching Earth. Pemanfaatan limbah Spent Bleaching Earth sebagai bahan pengganti pada campuran aspal dimaksudkan untuk mengurangi dampak negatif yang sangat berbahaya namun dapat memberikan dampak yang positif bagi masyarakat dan lingkungan. Peneliti menggunakan limbah Spent Bleaching Earth sebagai pengganti filler karena limbah ini sama-sama mengandung senyawa debu silica pada lapisan AC-BC dengan metode Marshall. Campuran aspal dengan bahan limbah Spent Bleaching Earth dapat mempengaruhi nilai karakteristik Marshall, penambahan variasi kadar limbah Spent Bleaching Earth pada campuran aspal menimbulkan nilai stabilitas dan flow yang tidak konsistensi di setiap kadarnya seperti nilai stabilitas dan flow bisa mengalami kenaikan dan penurunan yang cukup signifikan di setap penambahan kadarnya. Limbah Spent Bleaching Earth sebagai pengganti filler campuran beraspal dengan kadar 0 %, 15%, 20%,25%, 30 dan 35% menurunkan nilai stabilitas aspal dan menyebabkan nilai flow semakin tinggi serta nilai MQ yang kurang dari batas minimal yang telah ditentukan, tetapi pada campuran beraspal dengan bahan limbah Spent Bleaching Earth dengan kadar 25 % dan menggunakan aspal penetrasi 60/70 adalah campuran yang dapat memenuhi spesifikasi dimana nilai stabilitas meningkat dan nilai flow cenderung stabil yaitu mendapatkan nilai stabilitas sebesar 795,366 kg/mm dan flow sebesar 2,20 mm. Jadi dapat disimpulkan bahwa penelitian belum mampu diaplikasikan ke lapangan karena belum bisa memenuhi seluruh nilai karakteristik Marshall yang telah ditetapkan Bina Marga. Bahwa campuran aspal dengan agregat dari Tanjung balai mengganti filler dengan Spent Bleaching Earth (SBE) dan aspal penetrasi 60/70 didapatkan Kadar Aspal Optimum (KAO) untuk campuran AC-BC yaitu kadar aspal 4,5%, setelah dilakukan pengujian marshall tahap kedua dengan mengganti filler dengan SBE variasi 0%,15%, 20%, 25%,30%, 35% pada pengujian ini didapatkan kadar SBE yang memenuhi spesifikasi berada pada kadar SBE 25%, bisa disimpulkan bahwa SBE ini dimanfaatkan sebagai pengganti filler sebesar 25% dari berat total filler.
Evaluasi Kapasitas Lahan Parkir pada Terminal Angkutan Barang Jalan Soekarno-Hatta Bukit Timah Kota Dumai Furqhon, Tasya; Abdillah, Nuryasin; Halimatusadiyah; Marbun, Novri Jenita
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.717

Abstract

Kota dumai salah satunya bidang pertumbuhan cepat dan sangat penting strategi kota terkemuka sektor industri. Kemajuan industri dan perdagangan tentunya tidak terlepas dari peran angkutan barang. Fasilitas terminal pada angkutan barang sangat dibutuhkan agar para karyawan dan pengemudi merasa nyaman dan aman, untuk itu maka di perlukan lahan parkir yang memadai untuk melakukan proses menaik dan menurunkan barang. Penelitian ini dilakukan untuk mengetahui kapasitas ruang parkir terminal angkutan barang jalan Soekarno-Hatta Bukit Timah Kota Dumai dan Mengevaluasi fasilitas terminal barang Kota Dumai dengan undang undang nomor peraturan menteri perhubungan RI nomor 102 tahun 2018 tentang penyelenggara terminal barang. Penelitian ini dilakukan survey secara langsung, seperti menghitung kendaraan keluar masuk, menghitung luas petak parkir, wawancara dengan kepala UPT perparkiran tentang fasilitas terminal barang kota dumai. Menggunakan metode berdasarkan selisih hasil maksimum kendaraan keluar masuk pada kendaraan. Hasil penelitian didapat Akumulasi parkir kendaraan maksimum terjadi pada hari hari Minggu yaitu dengan 250 kendaraan. Volume parkir yang maksimum dengan 560 kendaraan pada hari senin. Indeks parkir melebihi angka 100% dari 153 petak parkir, Sebesar 163,4%. Maka dapat disimpulkan bahwa parkir kendaraan terminal angkutan barang melebihi kapasitas pada hari hari tertentu.
Kinerja Marshall Immersion pada Campuran Asphalt Concrete Binder Course (Ac-Bc) dengan Penambahan Limbah Buttom Ash Sebagai Subtitusi Agregat Halus Lesmana, Arief; Abrar, Aidil; Abdillah, Nuryasin
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.719

Abstract

Asphalt is one of the materials used for road construction. To reduce the amount of need for asphalt, namely by minimizing the use of asphalt base materials, or by increasing the quality of asphalt in the mixture by adding additional ingredients in the mixture that can overcome the weaknesses of asphalt. Waste management, The use of solid fuels in the form of coal as an energy source produces bottom ash and fly ash waste, which can cause environmental pollution. This study aims to examine the effect of using bottom ash as a substitute for fine aggregate on stability, melting (flow), voids in the mixture (VIM), voids in mineral aggregate (VMA), voids filled with asphalt (VFA) and Marshall quotient of asphalt concrete mixtures. This research was conducted in the laboratory of the Dumai High School of Technology, using asphalt content of 6%, 8% and 10% with each grade representing 4 samples of test objects. From the research it was found that the use of bottom ash waste as a substitute for fine aggregate in asphalt mixtures affected the Flow, VIM, and VFA values which were not included in the specifications determined by the 2010 Revision 3 binamarga. The use of bottom ash waste as a substitute for fine aggregate in the AC-BC asphalt mixture cannot be used because the high VIM value makes the asphalt bleed and the low VFA value causes the asphalt mixture to become hollow or porous so that the asphalt mixture is not airtight and easily destroyed.
Permodelan Genangan Banjir Rob Sungai Dumai Menggunakan HEC - RAS 2D Ramadhan, Rahmat; Putra, Sony Adiya; Halimatusadiyah
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.721

Abstract

The existence of climate change and global warming has led to increased public awareness in Indonesia of the impact of these problems, especially people who live in coastal areas. Dumai is one of the cities located on the coast, therefore the purpose of this study was to determine the extent of the ROB flood overflow with the HEC-RAS program and the impact that occurred in the city of Dumai when the ROB floods came. From the modeling carried out in February 2023 and the results of a community survey, it was found that are of ROB flood runoff on February 10, 19 and 21 obtained the area of runo 250,418,12 m2, 234,738,94 m2, 272,905,31 m2 and the survey results in settlements of 15 people, the following results were obtained: 7 people answered that their facilities and infrastructure were damaged due to ROB floods, 2 people answered erosion and landslides, and 6 other people answered that the environment around their house was polluted.
Pengaruh Rendaman Air Laut pada Mutu Campuran Aspal Terhadap Nilai Karakteristik Marshall Batubara, Hamdan; Putra, Sony Adiya; Abrar, Aidil; Srihandayani, Susy
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.722

Abstract

Water is still the main enemy of asphalt, especially in coastal areas adjacent to the sea. In general, seawater has a degree of corrosion. Waterlogged roads affect the strength and stability of the road surface so that the quality of the road can decrease over time. Road damage is a problem that often arises in Indonesia. In general, the Indonesian state uses bending pavement for road infrastructure needs in various regions. The purpose of this study is to determine the value of Marshallese characteristics on seawater and freshwater immersion and to determine the effect of seawater and freshwater on asphalt. It can be concluded that the quality of AC-WC (Asphalt Concrete-Wearing Course) asphalt mixture with the same level is 6%. Soaking using sea water is more damaging to the durability of the quality of the asphalt mixture compared to soaking using fresh water with a span of 3 months. This can be seen from immersion using seawater has high stability compared to using fresh water, and has a lower flow compared to using fresh water.
Perencanaan Saluran Drainase Jalan Meranti Darat dan Laut Kota Dumai Santoso, Aji; Putra, Sony Adiya; Halimatusadiyah; Desriyati, Welly
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.724

Abstract

Floods caused by natural factors such as sea tides, rainfall, the influence of land characteristics, erosion, sedimentation, decreased river capacity, and insufficient drainage capacity. The aim of this research is to understand the factors that cause flooding and inundation on the Meranti land and sea roads. This drainage planning uses the Gumbel Method. The cause of flooding on the Meranti Land and Sea roads is due to the drainage being unable to accommodate the inundation that occurs, The flood plan discharge obtained exceeds the existing channel cross-sectional discharge, namely Qt (5,012 m3/second) > Qs (4,947 m3/second). The planned cross-sectional capacity of the channel is square, for the channel has b = 3.5 m, h = 1.5 m, w = 0.866 m, From the calculation results, the channel discharge can accommodate the planned flood discharge that occurs, namely Qt (5,012 m3/second) > Qs (6,078 m3/second). For further research at the land Meranti and sea Meranti locations, researchers are expected to calculate the delivered water or tidal water from the sea, whether the channel is able to accommodate water sent from the sea or not.
Kinerja Marshall Immersion pada Asphalt Concrete Wearing Course (AC-WC) dengan Limbah Bottom Ash Sebagai Substitusi Agregat Halus Rifaidi, Muhammad; Abdillah, Nuryasin; Abrar, Aidil
SLUMP TeS : Jurnal Teknik Sipil Vol. 3 No. 1 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v3i1.736

Abstract

The use of solid fuel in the form of coal as an energy source produces bottom ash and fly ash waste, which can cause environmental pollution. This research aims to examine the effect of using bottom ash as a substitute for fine aggregate on stability, flow, voids in the mixture (VIM), voids in mineral aggregate (VMA), ), voids filled with asphalt (VFA) and the Marshall Quotient of asphalt concrete mixtures. This research was carried out in the Dumai College of Technology laboratory, using asphalt levels of 6%, 8% and 10% with each level representing 4 samples of test objects. From the research it was found that the use of bottom ash waste as a substitute for fine aggregate in the asphalt mixture affected the Flow, VIM and VFA values which were not included in the specifications determined by Bina Marga Revision 3 of 2010.
Analisis Penggunaan Silica Fume Terhadap Campuran Komposisi Rancangan Mutu Beton Faisal, Muhammad; Abrar, Aidil; Srihandayani, Susy
SLUMP TeS : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): SLUMP TeS : Jurnal Teknik Sipil
Publisher : Sekolah Tinggi Teknologi Dumai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52072/slumptes.v2i2.757

Abstract

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