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All Journal SIKLUS: Jurnal Teknik Sipil SLUMP TeS : Jurnal Teknik Sipil
Halimatusadiyah
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Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

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Analisis Jaringan Perpipaan Air Bersih Di PDAM Tirta Terubuk Kec. Bengkalis Kab. Bengkalis (Studi Kasus: Desa Kelapa Pati dan Kelurahan Damon) Ramadhona, Witri; Putra, Sony Adiya; Halimatusadiyah
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.v2i2.616

Abstract

Water is one of the needs of living things that must be met when needed. PDAM must provide maximum service to the community and be able to meet the community's demand for clean water which always increases every time, especially during peak water usage hours. This research is a case study by analyzing data. In data processing using the geometric method, exponential method and arithmetic method. The data used are population data from 2018 to 2022, data on the number of customers and water production data at PDAM Tirta Terubuk Kab. Bengkalis. The research stages include population growth projection, deviation suitability test and correlation coefficient, water demand analysis and simulation using the WaterCAD v8i program for 2037. The results showed that the calculation of clean water demand in 2037 obtained a total clean water demand in Village Kelapa Pati and Urban Village Damon of 40,914 l/s with a water loss of 20%. With a total distributed production capacity of 128 l/s, the amount of available source discharge is able to meet clean water needs until 2037. The available reservoir cannot meet the water demand. The pressure simulation results in the planning of the clean water distribution network have met the criteria, namely between 0.5 atm and 8 atm.
Analisis Kuat Tekan Beton Dengan Rendaman HCL Untuk Mutu Beton K-250 Jiyaad, Annaafi; Abrar, Aidil; Halimatusadiyah
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.v2i2.713

Abstract

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).
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.
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.
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.
Analisis Kuat Tekan Beton Self Compacting Concrete (SCC) dengan Kadar Superplasticizer yang Bervariasi Ridwan, Muhamad; 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.v3i1.816

Abstract

In concrete construction work, compaction is a job that must be done in the implementation of reinforced concrete construction. Compaction aims to reduce air trapped in the fresh concrete mixture so that homogeneous concrete can be produced and air voids do not occur in the concrete. So self-compacting concrete technology is an alternative that can be taken. So, conducting research on concrete test specimens with the planned compressive strength of concrete using a mixture of additives, and comparing it with concrete without the addition of additives, is a difficulty for planners in determining the characteristic compressive strength and slump flow value of Self-Compacting Concrete. So a laboratory simulation of these conditions was carried out, by making a number of normal concrete and concrete test specimens with the addition of additives in the form of superplasticizer 1.6% and 2% of the cement weight. The maximum compressive strength value of concrete at 2% superplasticizer content was obtained, namely 340 kg/cm2 at the age of 28 days with a fas value of 0.34 and an average compressive strength of 327 kg/cm2. For a superplasticizer content of 1.6%, an average compressive strength of 316 kg/cm2 is obtained. Normal concrete has an average compressive strength of 305 kg/cm2 so that concrete the planned compressive strength of 300 kg/cm2.
Damages and Repairs of Voided Concrete Precast Slab Bridge Girder Abrar, Aidil Abrar; Halimatusadiyah; Yanti, Gusneli
Siklus : Jurnal Teknik Sipil Vol. 9 No. 1 (2023)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v9i1.13070

Abstract

Tulisan ini mencakup analisis kerusakan retakan pada slab gelagar jembatan. Kerusakan diperkirakan terjadi pada sewaktu penanganan di transportasi, yaitu dengan menggunakan angkutan laut (kapal), dan/atau darat (trailer). Kerusakan tersebut berupa retakan pada bagian tengah bentang mulai dari serat-serat di atasnya. Seperti diketahui, komponen pada beton prategang menggunakan sistem di mana area komponen yang ditarik disusun berdasarkan dengan memberikan tegangan tekan kepada kawat atau tendon, kemudian ditarik kembali ke bentuk semula. Artinya, tegangan tekan yang disebabkan oleh kawat atau tendon adalah gaya tekan yang aktif, berlawanan dengan beton bertulang. Tulangan bekerja secara pasif, karena hanya bekerja setelah beton ditarik dan retak. Desain beton prategang didasarkan pada kondisi elastis, dimana tegangan akibat gaya prategang, beban mati dan beban hidup dapat dijumlahkan secara matematis/aljabar. Artinya, kondisi tegangan dapat dipantau dengan pasti berdasarkan prinsip elastisitas. Hanya di beberapa area kritis kapasitas penampang perlu diperiksa; misalnya kapasitas momen pada pusat bentang dan kapasitas geser pada tumupuan/penempatan. Dengan demikian, komponen balok beton prategang merupakan komponen yang “hidup”, dalam arti distribusi tegangan sangat bergantung pada urutan pembebanan. Termasuk pada saat mengangkat, memindahkan dan membawanya dengan transportasi. Dari analisis yang diperoleh hasil total momen kawatnya pada saat transfer = 723,23 kN-m. Dengan demikian tegangan pada serat bagian atas adalah ftt = -1,94 MPa, Tegangan tarik ijin pada saat transfer (f)tt= -1,37 MPa , tegangan tarik pada serat bagian atas lebih kecil dari tegangan tarik yang diijinkan, keretakan terjadi dari serat bagian atas ke bawah secara vertikal. Perbaikan girder ini dapat dilakukan dengan material atau component utama setelah di lakukan perhitungan analisa beban. Menggunakan epoxy Sikadur – 752 yang memiliki kualitas dan kekuatan prima, retakan yang terjadi kurang dari 2,0 mm dapat di epoksi dengan material ini. Dengan meggunakan perbaikan girder seperti ini, kekuatan kabel pratekan tidak berkurang secara signifikan.
Co-Authors Abrar, Aidil Abrar, Aidil Abrar Aji Santoso Furqhon, Tasya Jiyaad, Annaafi Marbun, Novri Jenita Muhamad Ridwan Nuryasin Abdillah Prananda, M. Rizki Putra, Sony Adiya Rahmat Ramadhan Ramadhona, Witri Welly Desriyati Yanti, Gusneli