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Pemetaan Potensi Desa Aur Sati Kabupaten Kampar Provinsi Riau Olivia, Monita; Fatnanta, Ferry; Wibisono, Gunawan; Ikhsan, Muhammad; Sitompul, Iskandar Romey; Prakasa, Rizqy Ridho
Riau Journal of Empowerment Vol 7 No 3 (2024)
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/raje.7.3.177-189

Abstract

Mapping village potential is an important aspect of sustainable rural development. It allows village governments and communities to optimize resource management and improve community welfare. In general, community service activities are designed into three stages, namely preparation, activity implementation, and evaluation and aim to conduct comprehensive village potential mapping. The community service activities involve active participation of the community and village officials in Focus Group Discussions (FGDs) to identify, document, and map all aspects of village potential. This method aims to empower village communities in regional development by producing comprehensive data on existing village potential. The resulting village potential map becomes an invaluable tool for village governments in sustainable development planning and village asset management. Through this village potential mapping, Aur Sati Village is expected to optimize its opportunities to improve community welfare and develop its regional characteristics, including tourism, agriculture, and fisheries potential.
Analisis Perbandingan Antara Kondisi Temperatur Perkerasan Aspal Maksimum Aktual Dengan Manual Desain Perkerasan Jalan di Provinsi Riau Khairil Badry; Sentosa, Leo; Wibisono, Gunawan
SAINSTEK Vol. 12 No. 2 (2024)
Publisher : Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/js.v12i2.269

Abstract

Temperatur udara menjadi salah satu faktor paling penting yang mempengaruhi sifat mekanis campuran aspal, sehingga semakin tinggi suhu udara disuatu tempat maka semakin tinggi suhu perkerasan aspal yang berada di daerah tersebut. Peningkatan suhu dan waktu pembebanan yang lama dapat mempengaruhi tingkat deformasi pada struktur lapisan perkerasan aspal serta karakteristik distribusi bebannya. Ketika suhu meningkat dan waktu pembebanan menjadi lebih lama, nilai modulus kekakuan campuran beraspal mengalami penurunan yang signifikan. Hal ini menyebabkan perkerasan aspal mengalami deformasi berlebih, yang dapat mengakibatkan terbentuknya alur pada perkerasan aspal. Tabel nilai faktor koreksi modulus campuran beraspal hanya sebatas suhu perkerasan aspal sebesar 38OC sampai 42OC, sedangkan di wilayah Provinsi Riau cenderung memiliki suhu udara yang tinggi sehingga diperlukan pemeriksaan suhu perkerasan aspal yang terjadi di Provinsi Riau. Hasil penelitian ini menunjukkan bahwa suhu temperatur perkerasan aspal yang berada di Provinsi Riau melebihi dari suhu yang telah ditetapkan, dimana di Provinsi Riau didapatkan suhu maksimum perkerasan aspalnya sebesar 54.90OC dan suhu perkerasan aspal rata-ratanya sebesar 47.27OC, sehingga dilakukan penghitungan untuk menentukan nilai faktor koresi modulus campuran beraspal yang hasilnya untuk suhu maksimum sebesar 0.329 dan suhu rata-rata sebesar 0.606.
Properties of concrete containing crumb rubber and rice husk ash mixing with peat water Abdurrahman, Habib; Alfikri, Nur; Rijaldo, Arief; Qoryati, Mia; Marpaung, Horas Saut Maringan; Wibisono, Gunawan; Olivia, Monita
Journal of Applied Materials and Technology Vol. 6 No. 2 (2025): March 2025
Publisher : Faculty of Engineering Universitas Riau and Applied Materials and Technology Society

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/Jamt.6.2.79-89

Abstract

This study compares the effects of peat water and normal water as mixing and curing water on the properties of crumb rubber and rice husk ash concrete (CR-RHA). The number of crumb rubber and rice husk ash used on the concrete followed the optimum mixture from a previous study, which was 5% and 10%, respectively. The crumb rubber was treated to overcome the lack of adhesion by soaking it in water for 24 hours. Normal concrete (PCC) was also cast as a control. CR-RHA and PCC concrete were mixed and cured using normal and peat water. Compressive strength, tensile strength, and porosity were tested at 3, 7, 14, 28, and 56 days. In general, CR-RHA concrete and PCC concrete showed lower performance when mixed and cured with peat water compared to normal water. Peat water with high acidity decreased the calcium content and developed the amount of pores in concrete, resulting in strength reduction. However, due to the excess pozzolan from rice husk ash, CR-RHA concrete had better resistance as the strength loss was relatively smaller, respectively 11.4% at 28 days and 10.6% at 56 days. Furthermore, CR-RHA concrete showed lower porosity, higher compressive strength, and tensile strength than PCC concrete due to rice husk ash that improved concrete density by generating CSH and crumb rubber that prevented concrete from spalling in an acidic environment. It was also found that compared to the previous study, pre-treated crumb rubber exhibited better mechanical and durability of concrete.
Evaluation of Particle Grain Size of Sand Embankment for Liquefaction Above Peat Against Vibration Agus Nugroho, Soewignjo; Yusa, Muhamad; Putra, Agus Ika; Satibi, Syawal; Fatnanta, Ferry; Wibisono, Gunawan; Rinaldi, Rinaldi; Hasibuan, Putra S
Journal of Infrastructure and Construction Technology Vol. 3 No. 1 (2025): January 2025
Publisher : Dept. of Civil Engineering Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jictech.3.1.1-8

Abstract

Liquefaction is the transformation of soil into a liquid. The vibrating table in this study moves in a horizontal direction and the opposite manner in a vertical direction utilizing modelling. Acceleration variations of 0.25 g and 0.32 g were employed. The dirt was 10 centimetres thick. The sand clusters were 15 cm thick, with differences in debris gradient size and water surface on the sample. The uniform load that was employed was 40 kg/m2. Examine the drop of the ground surface and the rising of the porous water for signs of liquefaction. A 0.5mm diameter glass pipe was used to measure the porous water pressure. The test findings revealed that with higher acceleration, effective vertical voltage, and porous water ratio values, the rate of particle graduation has a major influence on the occurrence of liquefaction potential. The test results revealed that poorly graduated fine sand experienced maximum effective vertical stress and elevated porous water ratio values (Ru), whereas well-graded sand tended to be more stable.