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Journal of Planning and Research in Civil Engineering
Published by Universitas Iskandar Muda
ISSN : -     EISSN : 29623448     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Journal of Planning and Research in Civil Engineering is a peer review journal. The PRINCE is a forum for lecturers and researchers to publish scientific works, both in the form of research results and literature studies in the field of civil engineering. The scope of article can be in the form of research results, latest methods, criticism of certain research results or methods, or laboratory research as well as literature review.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 10 Documents
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Search results for , issue "Vol 4 No 2 (2025): Juli" : 10 Documents clear
Perbandingan Arah Serat Material Komposit Natural Fiber Reinforced Polymer (NFRP) Serat Nenas Untuk Perkuatan Struktur Beton Salsabila, Shafira; Muhammad Riswandy; Febrina Dian Kurniasari; Tjut Rizqi Maysyarah Hadi
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.956

Abstract

Concrete structures that experience performance degradation require repair and strengthening to maintain their load-bearing capacity. One method that has gained attention is the use of composite materials, specifically Natural Fiber Reinforced Polymer (NFRP), which consists of adhesives reinforced with natural fibers. Pineapple fiber is a promising natural fiber for NFRP due to its abundance, low production cost, environmental friendliness, and high tensile strength. This study aims to investigate the adhesion behavior between NFRP composite materials and concrete, as well as to observe the failure modes of both concrete and NFRP under tensile loading. Concrete specimens measuring (100 x 100 x 300) mm were reinforced with pineapple fiber NFRP of (50 x 240) mm, with fiber orientations arranged in both unidirectional and random patterns. The results showed that the maximum tensile strength of the random pineapple fiber NFRP reached 31.59 MPa. The highest load capacity recorded was 4360 kg, observed in the LP3-SNS-C test specimen. The failure mode occurred as a fracture of the pineapple fiber NFRP in the center of the specimen’s cross-section on both sides.
Karakteristik dan Perilaku Perjalanan Masyarakat pada Aktivitas Mandatory dan Non Mandatory di Kota Banda Aceh Berdasarkan Revealed Preference Data Tjut Rizqi Maysyarah Hadi; Febrina Dian Kurniasari; Michel Kasaf; Alfisyahrin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.971

Abstract

The city of Banda Aceh is experiencing rapid growth, especially in the transportation sector, as the population and daily mobility of people increase. This condition causes various traffic problems such as congestion, pollution, and safety. The Aceh Provincial Government through the Transportation Agency responded to this by providing the Trans Koetaradja Bus as an alternative to public transportation. This bus carries the concept of BRT-lite without a special lane, with the hope of reducing dependence on private vehicles. Although it is generally accepted, the use of Trans Koetaradja is still low due to limited route access and the absence of feeder transportation. This study aims to analyze the characteristics and travel behavior of Trans Koetaradja users and private vehicles in mandatory and non mandatory activities in Banda Aceh. The research was conducted in a quantitative descriptive manner using the revealed preference method with 400 respondents. The results showed that the majority of respondents were women aged 20–29 years old with a bachelor's education background and status as a student. The most dominant mode of transportation is motorcycles, used almost every day by respondents. The use of Trans Koetaradja is still low, with the majority of respondents only using it less than once a month. The average travel time to the bus stop is 2–4 minutes, and the dominant destination for mandatory activities is work, while for non mandatory activities is recreation. This underscores that the limited use of Trans Koetaradja is mainly due to access constraints, despite the presence of a well-defined potential user segment.
Analisis Debit Banjir Metode Hidrograf Satuan Sintetis (HSS) Nakayasu dan Synder pada Krueng Sabee Aceh Jaya Muhammad Ridha; Amalia; Muhammad Zardi; Tety Sriana; Mery Silviana; Meliyana; Susi Sakia
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1000

Abstract

Krueng Sabee is one of the rivers located in Krueng Sabee District, Aceh Jaya Regency. Krueng Sabee has a main river with a length of 33.27 km and a watershed area of 380.90 km2 and an average river elevation of 0.4%. Krueng Rusi and Krueng Cangeh divide the Krueng Sabee River flow in the upstream. Krueng Sabee often overflows which causes flooding around its flow area. To determine the design flood discharge for the Return Period (PU) of 2.5, 10, 25, 50 and 100 years that occurred in Krueng Sabe using the HSS Nakayasu and HSS Synder Methods is the main objective of this study. Rainfall data used from station A in Pulo Raya Village and station B in Pante Kuyun Village. The flood discharge for Return Period (PU) 2, 5, 10, 25, 50, and 100 is 1716.66 m³/sec, 1985.10 m³/sec, 2162.83 m³/sec, 2387.39 m³/sec, 2553.99 m³/sec and 2719.36 m³/sec is the result of the Nakayasu HSS Method analysis. The Snyder HSS method, obtains the design flood discharge values for various Return Periods (PU) as follows: 2 years 14,479.83 m³/s, 5 years 16,746.64 m³/s, 10 years 18,247.47 m³/s, 25 years 20,143.77 m³/s, 50 years, 21,550.55 m³/s Return Period 100 years 22,946.95 m³/s. It was found that the Snyder Synthetic Unit Hydrograph (HSS) method produces a larger flood discharge compared to the Nakayasu HSS.
Soil Investigation Analysis Using Drilling and Standard Penetration Test (SPT) Methods at Blang Mane Bridge Julsena; Usrina, Nura; Sarana, David; Fithra, Herman; Afra, Liza
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1007

Abstract

Soil investigation is a fundamental process in geotechnical engineering to assess subsurface conditions for construction projects. This study focuses on the experimental site at Blang Mane, where a borehole designated as BH-01 was drilled to evaluate soil stratification and properties. The investigation aimed to characterize the soil layers through drilling, sampling, and laboratory testing, including Standard Penetration Tests (SPT), to determine geotechnical parameters essential for foundation design.. The surface soil layer at Borehole (BH-01) location consists of 1.0 m of medium-dense gravelly sand. From 1.0 to 3.5 m depth, a layer of silty clay with medium to stiff/hard consistency is observed. Between 3.5 and 10.5 m lies a very dense sand layer, underlain by medium-dense silty clay at 10.5–12.5 m. A medium-dense sandy silt layer extends from 12.5 to 24.0 m, followed by medium-dense sand at 26.0–30.0 m. A very dense sand layer occurs at 30.0–32.0 m, transitioning to medium-stiff/hard clayey silt at 32.0–37.0 m. Sandy silt of medium density is present from 37.0 to 47.0 m, while very dense gravelly sand comprises the deepest layer (47.0–60.0 m). The groundwater table (GWT) at BH.01 is located 7.0 m below ground level.
Analisis Produktivitas Alat Berat Pada Pekerjaan Pengaspalan Jalan Matang Seping - Pelita Kabupaten Aceh Tamiang Agusti, Eddy; Rajib Muammar; Iqbal
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1008

Abstract

Road infrastructure plays a vital role in supporting economic growth and facilitating community mobility. Matang Seping Village in Aceh Tamiang Regency suffers from severely damaged roads, hindering the distribution of agricultural and fishery products. To address this issue, a road paving project on the Matang Seping–Pelita route was carried out, requiring careful planning and efficient use of heavy equipment. This study aims to analyze the utilization and productivity of heavy equipment used in the road paving project. The analysis focuses on identifying the types of heavy equipment employed, calculating productivity based on the 2023 guidelines from the Ministry of Public Works and Public Housing (PUPR), and determining the number and operational duration of each equipment unit. The equipment used for the prime coat work includes a compressor and asphalt sprayer, while the base course layer (Asphalt Concrete-Base Course) uses a dump truck, asphalt finisher, tandem roller, and pneumatic tire roller. The results show varied productivity levels, with the asphalt sprayer reaching 13,695 liters/hour and the asphalt finisher 134.46 tons/hour. All equipment was operated over two days, with quantities adjusted to project needs, including 12 dump trucks to ensure the smooth implementation of fieldwork.
Spatial Analysis Of Road Demage Levels On The Bayu - Geudong Road, Syamtalira District, North Aceh Regency Using GIS Based SDI Method Hafli, Teuku Mudi; Burhanuddin; Fasdarsyah; Syibral Malaysi; Nura Usrina; Muhammad Reza
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1010

Abstract

Jalan Bayu–Geudong yang terletak di Kecamatan Syamtalira Bayu, Kabupaten Aceh Utara, merupakan jalan nasional di wilayah utara Provinsi Aceh. Jalan ini berfungsi sebagai penghubung strategis antara Provinsi Aceh dan Provinsi Sumatera Utara. Pemilihan ruas jalan ini sebagai objek penelitian didasarkan pada fungsinya sebagai jalan kolektor serta kerusakan yang terlihat jelas di permukaannya. Berbagai jenis kendaraan, mulai dari ringan, menengah, hingga berat, sering melintasi jalan ini, sehingga menyebabkan penurunan kualitas perkerasan. Penelitian ini menggunakan metode survei lapangan untuk mengumpulkan data langsung dari lokasi jalan. Permukaan jalan dibagi menjadi segmen-segmen sepanjang 100 meter dengan lebar penuh jalan, di mana setiap segmen menjadi unit sampel penelitian. Kondisi permukaan jalan dinilai dengan berjalan menyusuri seluruh panjang jalan Bayu–Geudong sejauh 2,5 km. Untuk setiap segmen, jenis dan tingkat kerusakan diidentifikasi, diukur, dan dicatat, termasuk luas dan kedalaman kerusakan untuk setiap jenis kerusakan, menggunakan formulir standar. Berdasarkan perhitungan Surface Distress Index (SDI), nilai rata-rata SDI pada semua segmen adalah 34,9, yang menunjukkan bahwa jalan tersebut berada dalam kondisi baik dan termasuk dalam kategori pemeliharaan rutin. Data SDI kemudian diintegrasikan ke dalam ArcMap untuk menghasilkan peta analisis spasial yang mencakup atribut seperti nomor segmen, STA (stationing), koordinat, jenis kerusakan, dan tingkat kerusakan. Berdasarkan data kondisi dan analisis spasial, disusun rencana anggaran dan program kerja untuk mendukung upaya pemeliharaan dan perbaikan Jalan Syamtalira Bayu–Geudong, mencakup STA 0+000 hingga STA 2+500 di Aceh Utara.
Analysis Probability Of Public Transportation Mode Choice Between Bus And Hiace Minibus On The Lhokseumawe - Banda Aceh Route Said Jalalul Akbar; Hafli, Teuku Mudi; M. Fauzan; Muthmainnah; Nura Usrina; Ikhsan Maulana
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1011

Abstract

Transportasi memegang peran penting dalam mendukung pembangunan nasional, berfungsi sebagai penggerak, fasilitator, dan penghubung antarwilayah. Dalam perencanaan transportasi, pemodelan pemilihan moda menjadi aspek krusial mengingat peran strategis angkutan umum dalam membentuk kebijakan transportasi. Pada rute Lhokseumawe–Banda Aceh, penumpang dihadapkan pada pilihan antara dua jenis transportasi umum berbasis jalan: bus antar kota Putra Pelangi dan minibus HiAce. Penelitian ini bertujuan untuk mengidentifikasi karakteristik pengguna transportasi umum, faktor yang memengaruhi pemilihan moda, serta probabilitas pemilihan bus Putra Pelangi atau minibus HiAce pada rute tersebut. Metode stated preference digunakan, dengan analisis data mengacu pada model binary logit melalui perangkat lunak SPSS. Hasil survei menunjukkan kecenderungan responden: 38 orang memilih bus Putra Pelangi, sedangkan 62 orang memilih minibus HiAce. Mayoritas penumpang berusia 20–30 tahun. Responden laki-laki cenderung memilih bus, sementara perempuan lebih memilih minibus HiAce. Dari segi pendapatan, penumpang dengan penghasilan Rp500.000–Rp1.000.000 per bulan cenderung memilih bus, sedangkan yang berpenghasilan di atas Rp3.000.000 lebih memilih minibus HiAce. Faktor-faktor tersebut terbukti signifikan memengaruhi pemilihan moda, dengan koefisien determinasi (R²) sebesar 0,963 atau 96,3%, menunjukkan kekuatan penjelas model yang tinggi. Fungsi utilitas yang diperoleh dari model binary logit adalah: Ubus-UHiace = 0.569 + 0.022X₁ + 0.108X₂ + 0.019X₃ + 0.129X₄ + 0.018X₅ Analisis probabilitas menunjukkan bahwa jika kedua moda transportasi ditawarkan dengan tarif yang sama, kemungkinan pemilihan bus Putra Pelangi hanya 4%, sedangkan minibus HiAce dipilih oleh 96% responden. Namun, jika tarif bus Putra Pelangi diturunkan sekitar Rp90.000, probabilitas pemilihan kedua moda akan setara, masing-masing dipilih oleh 50% penumpang.
Pengaruh Penggunaan Abu Cangkang Kelapa Sawit Pada Batako Terhadap Nilai Kuat Tekan Dan Penyerapan Air David Sarana; Sofyan; Farhan Wini Sara; Syibral Malasyi; Hafli, Teuku Mudi; M Fauzan
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1012

Abstract

Concrete block is a building element made from a mixture of Portland cement or pozzolan, sand, water, and other additives. This study aims to evaluate the effect of adding palm shell ash as a partial cement substitution material on the compressive strength and water absorption of concrete block according to SNI 03-0349-1989. The variations of palm shell ash substitution used were 5%, 10%, 15%, and 20% of the cement weight. The test results showed that the average compressive strength values for the BN (normal), BA-5, BA-10, BA-15, and BA-20 variations were 8.88 MPa, 12.2 MPa, 7.9 MPa, 7.2 MPa, and 6.7 MPa, respectively. The optimum compressive strength value was achieved in the BA-5 variation with a value of 12.2 MPa and was included in the classification of quality I concrete block. A decrease in compressive strength occurred in variations above 5%, but still met quality standards I and II. The water absorption test showed consecutive values of 10%, 10.5%, 13.4%, 13.2%, and 15.3%, where all variations were still below the maximum limit of 25% according to SNI and categorized as quality I. Thus, palm shell ash has the potential to be a cement substitute in making bricks, especially at a content of 5%, which provides the best mechanical and physical performance.
Pemodelan Pemilihan Moda Transportasi Udara Dan Darat Rute Lhokseumawe-Medan Syibral Malasyi; Suci Desna; Herman Fithra; Hafli, Teuku Mudi; David Sarana; Mukhlis
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1013

Abstract

The choice of transportation mode is influenced by various travel characteristics and individuals’ socio-economic factors. This study employed an observational method followed by multiple linear regression analysis to identify the factors affecting mode choice, as well as a binary logit model to estimate the probability of selecting each mode. Data were collected through a questionnaire survey of 296 respondents. The results indicate that land transportation modes (public buses and minibuses) were more commonly chosen by female respondents, aged ≤30 years, with a high school education, who were students, had a monthly income of ≤Rp3,000,000, travel costs of ≤Rp300,000, and travel times of ≥3 hours. In contrast, air transportation tended to be chosen by male respondents, aged >30 years, holding a bachelor's degree, employed as civil servants, and earning more than Rp3,000,000, with the main reason being comfort despite the higher travel cost (>Rp300,000). The regression analysis showed that gender, education level, monthly income, travel cost, and travel time significantly influenced transportation mode choice. The binary logit model estimated a 60% probability for choosing air transportation and 40% for land transportation. These findings provide valuable input for transportation planners in formulating policies to improve accessibility and the quality of transportation services.
Pengaruh Pemadatan pada Campuran AC-WC dengan Bahan Filler Abu Kulit Kopi terhadap Nilai Volumetrik Marshall Alfi Salmannur; Sofyan M. Saleh; Nadila Ernita
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1032

Abstract

The quality of compaction of asphalt pavement layers, especially the wear layer (AC-WC) is very important to avoid damage. This study aims to analyze the effect of the number of compaction impacts on the Marshall characteristics of Asphalt Concrete Wearing Course (AC-WC) mixtures using coffee husk ash as a filler. AC-WC serves as an impermeable cover layer to protect the asphalt structure from water damage. The use of coffee skin ash as a filler material is expected to increase cost efficiency and utilize waste optimally. The research process began with physical material testing, sieve analysis, mix design, and the manufacture of 51 test samples. The number of compaction tumbles used were 2x35, 2x50, and 2x75. The results of the tests showed that increasing the number of compaction tumbles had a positive impact on the stability of the mixture, with a percent increase in stability values of 11% and 18.24%, respectively. The results also showed that the addition of 25% coffee husk ash had a positive impact on mix stability, with a percent increase in stability value of 11%. The flow, VIM, MQ and durability values of the 25% coffee husk ash mixture were also affected by the number of impacts. However, at 2x35 and 2x50 impacts, the flow, VIM, MQ and durability values did not meet the specifications of Bina Marga 2018 revision 2 . Thus, the optimal number of compaction impacts is very important to improve the durability and performance of AC-WC layers using coffee husk ash filler.

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