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firmanilah kamil
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Journal of Research and Inovation in Civil Engineering as Applied Science
Published by Politeknik Negeri Ketapang
ISSN : -     EISSN : 28283732     DOI : https://doi.org/10.58466/rigid
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Journal Of Research and Inovation in Civil Engineering as Applied Science (RIGID) merupakan jurnal blind peer-review yang didedikasikan untuk publikasi hasil penelitian yang berkualitas dalam bidang ilmu Teknik sipil dan ilmu yang relevan .Artikel yang dipublikasikan di Jurnal RIGID meliputi hasil penelitian ilmiah asli (prioritas utama), sedangkan untuk artikel ulasan ilmiah yang bersifat baru (bukan prioritas utama) dan juga komentar yang bersifat kritikan terhadap hasil tulisan ilmiah yang dipublikasi oleh jurnal RIGID . Semua publikasi di jurnal RIGID bersifat akses terbuka yang memungkinkan artikel tersedia secara bebas online tanpa berlangganan apapun. Journal Of Research and Inovation in Civil Engineering as Applied Science (RIGID): Jurnal Teknik Sipil terbit 2 kali dalam setahun, setiap bulan Januari dan Agustus.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 5 Documents
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Search results for , issue "Vol 1 No 2 (2022)" : 5 Documents clear
Perencanaan Rabat Beton Jalan Lingkungan pada Gang Sei Pelanjo Desa Negeri Baru Kabupaten Ketapang Putrini, Saima; Marwan, Dani; Rustam Efendi, Uti
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 2 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i2.1185

Abstract

The road section on Gang Sei Pelanjo, Desa Negeri Baru, Kabupaten Ketapang is categorized as a road whose condition is still sandy and narrow due to the many small trees growing on the side of the road, so the road tends to be difficult to pass. The purpose of this study was to determine the CBR value of the original soil at the research location based on field CBR testing to obtain the value of the soil bearing capacity on the road, to obtain the results of planning a rigid pavement structure that suits the needs both in terms of safety, and the strength of the road segment using SNI 8457-2017 method. The research method was carried out by measuring the length of the road, the width of the road, the road shoulder to determine the condition of the existing road, then a traffic survey (LHR) to determine the volume and type of vehicles and a field CBR survey using the DCP tool to evaluate the strength of the subgrade and road foundation. The results of the analysis and calculation of the thickness of the rigid pavement structure for the road section on Gang Sei Pelanjo, Desa Negeri Baru,Kabupaten Ketapang, obtained the concrete used for the superstructure with a thickness of 0.15 m adjusted to the pavement thickness planning calculation. The under foundation of thin concrete uses a thickness of 0.5 m and uses a sub-base layer with a thickness of 0.15 m. The Budget Plan for the Gang Sei Pelanjo road, Desa Negeri Baru,Kabupaten Ketapangwith a road length of 200 m and a road width of 3 m is Rp. 186,512,082.89
Perencanaan Jembatan Kayu di Jalan Pertanian Desa Mekar Sari Kecamatan Benua Kayong Kabupaten Ketapang Suryansyah, Suryansyah; Purnomo, Julyan; Kamil, Firmanilah
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 2 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i2.1186

Abstract

On Agricultural Road Mekar Sari Village, Benua Kayong District, Ketapang Regency, West Kalimantan there are still roads that are separated by the flow of the river where the roads can be used by farmers in bringing their agricultural products to their destination, therefore the construction of bridges must be carried out at that location. At this time the planner used a type of concrete floor wooden bridge that was in accordance with the needs in the field. The objectives to be achieved are to make a plan drawing and calculate the budget required for the construction of a bridge on Road Agriculture. To obtain the data in this study, researchers used field observations and data collection for the 2021 Ketapang Regency material unit price list from PUPR to make the RAB. After making the plan drawings and analyzing the RAB calculation, the total cost needed for the construction of the bridge on Road Agriculture, Mekar Sari Village, is Rp. 31.357.000
Analisis Kepadatan Tanah dengan Pengujian California Bearing Ratio (CBR) Kamil, Firmanilah
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 2 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i2.1189

Abstract

Soil density must be considered because of climate change and increasingly extreme weather. This is possible to cause things that are not desirable. The research was conducted in three stages, namely preparation, testing, and data analysis. Samples were taken at 10 points in Ketapang Regency. The data processing carried out showed that the wet soil density value in the sample soil was 1.05 gr/cm3 to 1.94 gr/cm3. The value of dry density in the sample soil is from 1.01 gr/cm3 to 1.88 gr/cm3. The value of water content in the sample soil is 16.01% to 41.87%. The CBR value obtained from testing with the CBR-test on the sample soil is 0.01% to 10.30%
Urgensi Mitigasi Bencana Banjir Wilayah Kabupaten Ketapang: Kasus Studi Ruas Jalan Sei. Awan Kiri-Desa Tanjungpura Putranto, Alan; 'Ain, Hurul; Dwi Purnomo Adwi, Teddy
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 2 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i2.1191

Abstract

Flood in Ketapang Regency is a hazardous environmental condition for local people. It disrupts mo-bilization and economic activities. A preliminary study was conducted to identify the causes of the flood and the solution based on engineering perspective as mitigation approach. The hydrological analysis uses 15 years of rainfall data. The maximum rainfall analysis is using Gumbel and Log Person Type III distribution. Meanwhile, the fit test's goodness uses chi-square and Smirnov-Kolmogorov method. Another anal-ysis parameter investigated is soil's physical properties, topographical conditions, and contours. It was found that the flood occurs due to: first, the inability of the soil to infiltrate water (saturated soil); second, flat contour with no significant difference in the level; third, located close to the river, which was prone to overflows during the rainy season. The solution that recommends for more cost-effective is to carry out the normalization of soil drainage channels from both sides of the road.
Repair analysis of Pinang Bridge oprit subsidence with mortar form using LISA FEA Efendi, Aco Wahyu
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 2 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i2.1193

Abstract

Mortar foam is one of the best alternatives to embankment soil, with a smaller load and very fast work, the use of this technology has been applied in several locations with small soil bearing capacity and requires time and cost efficient repairs, foam mortar has been used under construction of a road in Central Kalimantan and is still in good condition. This research was carried out to make improvements with the help of the Finite element method software using LISA FEA V.8. It may offer great information in calculating the stress levels that happen in the elements examined linearly and nonlinearly when examining the behavior of elements. For the selection of a very good oprit material, it tends to use mortar foam material because the material has contributed significantly to the carrying capacity of the oprit where from the deformation analysis and also the stresses that occur, the mortar foam material provides a fairly small deformation.

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