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Aspal : Jurnal Aspirasi Teknik Sipil
Published by Universitas Muhammadiyah Bangka Belitung
ISSN : -     EISSN : 29883407     DOI : https://doi.org/10.35438/aspal.v2i1
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Industrial & Manufacturing Engineering Transportation
ASPAL: Jurnal Aspirasi Teknik Sipil merupakan wadah bagi para peneliti, dosen, praktisi, dan mahasiswa dalam publikasi hasil penelitian terkait dengan bidang Teknik Sipil. Jurnal terbit secara berkala setiap tahunnya pada bulan Juni dan Desember. Kami memberikan kesempatan kepada anda untuk mempublikasikan riset dan temuannya di Jurnal ASPAL secara gratis demi perkembangan inovasi di bidang Teknik Sipil. Silahkan mempelajari author guidelines dan Template penulisan jurnal yang sudah di
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 30 Documents
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Pengaruh Penambahan Abu Sekam Padi dan Fly Ash Terhadap Berat Jenis Tanah Puru Muhammad Farhan Sugiwangsa, Muhmmad Farhan Sugiwangsa
aspal Vol 3 No 1 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i1.107

Abstract

Penelitian ini bertujuan untuk mengetahui pengaruh penambahan abu sekam padi (ASP) dan fly ash (FA) terhadap berat jenis tanah Puru yang berasal dari Kelurahan Tua Tunu, Bangka Belitung. Tanah Puru merupakan jenis tanah laterit yang memiliki daya dukung rendah akibat sifatnya yang mudah menyerap air. Pengujian dilakukan di laboratorium dengan metode analisis ukuran butir dan uji berat jenis menggunakan piknometer, dengan variasi campuran ASP dan FA sebesar 5%, 10%, dan 15%, serta kombinasi keduanya. Hasil analisa ukuran butir menunjukkan bahwa tanah tergolong pasir bergradasi baik, dengan kandungan pasir >98% dan nilai Cu > 6 serta Cc antara 1–3. Pada uji berat jenis, penambahan ASP secara bertahap menurunkan nilai berat jenis tanah dari 2,665 (tanpa campuran) menjadi 2,446 pada kadar 15%. Sebaliknya, fly ash meningkatkan nilai berat jenis hingga 2,652 pada kadar 15%. Namun, ketika kedua bahan dicampur (FA 15% + ASP 5%), nilai berat jenis menurun menjadi 2,556. Hal ini menunjukkan bahwa ASP yang lebih ringan mampu menetralkan efek peningkatan berat jenis oleh FA. Penelitian ini menyimpulkan bahwa komposisi material tambahan mempengaruhi nilai berat jenis tanah dan dapat digunakan untuk mengatur kepadatan tanah sesuai kebutuhan rekayasa.
Karakterisasi Geoteknik Lahan: Integrasi Uji Sondir (CPT) dan Laboratorium Minmahddun, Anafi
aspal Vol 3 No 1 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i1.108

Abstract

Soil conditions are a critical factor influencing the feasibility and success of construction projects, especially for infrastructure that interacts directly with the ground, such as foundations and slopes. Geotechnical issues like excessive settlement and shallow translational landslides often occur due to insufficient understanding of soil characteristics. Soils with high clay content or low density are prone to volume changes and water saturation, which can threaten structural stability. This study aims to examine soil characteristics at the research site by integrating field tests (Cone Penetration Test/CPT) and laboratory tests to evaluate soil bearing capacity and slope instability potential. The methods included CPT at seven points and laboratory tests on seven soil samples to analyze physical and mechanical properties, such as grain distribution, Atterberg limits, and shear strength parameters. CPT results showed a dominance of silty sand with very loose to loose density in the upper layer (0–2 meters) and medium to dense density in deeper layers (>6 meters). Laboratory tests identified variations in soil classification, including silty sand (SM), silt (ML), and high-plasticity clay (CH), with low cohesion (6–10 kPa) and internal friction angle (4.85°–8.38°). Data integration revealed a high landslide risk in the upper layer due to water saturation, necessitating mitigation strategies such as deep foundations and effective drainage systems. This research provides significant contributions to safe and sustainable construction planning in areas with similar soil conditions.
Analisis Efektivitas Pemadatan Tanah Berdasarkan Uji Laboratorium dan Lapangan pada Pekerjaan Timbunan Tanah di Sulawesi Tenggara Minmahddun, Anafi
aspal Vol 3 No 1 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i1.109

Abstract

Soil compaction is a critical phase in construction projects, particularly those requiring long-term structural stability. The compaction process aims to increase soil density, enabling the soil to support structural loads without excessive settlement. This study was conducted to evaluate the effectiveness of soil compaction used as fill material in an industrial development project in Southeast Sulawesi. A quantitative approach was employed by combining laboratory testing using the standard Proctor method and field evaluation using the sand cone method. Soil samples were directly taken from the project site and tested in the laboratory to determine the maximum dry density (γdmax) and the optimum moisture content (wopt). Laboratory results indicated a γdmax of 1.69 gr/cm³ and a wopt of 28.80%. Subsequently, sand cone tests were performed at eight field locations after the compaction process was completed. The results showed that the field degree of compaction ranged from 77.8% to 90.4%, which is below the minimum technical standard of 95%. This discrepancy is attributed to excessive moisture content and a lack of control in field execution. The study highlights the importance of synchronizing laboratory data with field implementation. The findings provide valuable recommendations on moisture control, appropriate equipment selection, and operator training to improve soil compaction quality in future construction projects.
Redesain Fondasi Tower Crane Pada Pembangunan Rumah Susun Di Jakarta Adhi, Dwiko Pamungkas
aspal Vol 3 No 1 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i1.114

Abstract

Fondasi Tower crane merupakan elemen struktural penting dalam proyek konstruksi yang harus mampu menahan beban dinamis dan statis yang terjadi selama operasional. Penelitian ini bertujuan untuk menganalisis desain awal fondasi Tower crane dan mengidentifikasi kebutuhan revisi berdasarkan hasil investigasi tanah yang lebih mendalam. Metode yang digunakan meliputi perhitungan daya dukung tiang pancang dengan metode Bahan, Skempton, dan Meyerhoff serta evaluasi stabilitas pilecap menggunakan analisis tegangan geser dan lentur. Hasil penelitian menunjukkan bahwa desain awal fondasi tidak memenuhi persyaratan daya dukung akibat kesalahan asumsi kondisi tanah, sehingga revisi dilakukan dengan menambah jumlah tiang pancang dan menyesuaikan dimensi pilecap. Revisi desain ini berhasil meningkatkan daya dukung fondasi hingga mencapai kestabilan yang memenuhi standar keamanan konstruksi sesuai dengan SNI 2847:2013.
Analisis Konektivitas Udara Dan Pengembangan Rute Penerbangan di Bandar Udara Internasional Singkawang Aditya, Ilham; Anisa, Khairun; Al Ashari, Khoiri Akbar; Yardan Pandya, Luthfi; Sandy Dwi, Marselinus; Azhar Rifandy, Mokhamad
aspal Vol 3 No 1 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i1.115

Abstract

Air transportation has an important role in supporting regional economic growth, especially for areas with tourism and trade potential such as Singkawang City. This study analyzes the contribution of improving connectivity and developing flight routes at Singkawang International Airport to local economic growth. Using qualitative descriptive research methods, data is collected through literature studies, documentation, and secondary data from official sources. The results of the study show that this airport has the potential to serve domestic and international routes, and is an important factor in strengthening the trade and tourism sector. However, challenges such as low flight frequencies, lack of airline incentives, and lack of intermodal integration remain major obstacles. Recommended strategies include on-demand route development, integration with local leading sectors, partnerships between stakeholders, and the use of spatial data for route planning. This study confirms that planned and adaptive air connectivity can be a significant driver in realizing regional economic development in an inclusive and sustainable manner.
Analisis Karakteristik Tanah Puru Di Desa Balunijuk Kabupaten Bangka Aditiawan, Riski
aspal Vol 3 No 2 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i2.111

Abstract

Tanah puru merupakan jenis tanah lokal yang ditemukan di Desa Balunijuk, Kabupaten Bangka, dan sering dimanfaatkan oleh masyarakat setempat untuk keperluan konstruksi ringan. Penelitian ini bertujuan untuk menganalisis karakteristik fisik dan mekanik tanah puru melalui serangkaian uji laboratorium, seperti kadar air, berat jenis, distribusi ukuran butir, batas cair, batas plastis, indeks plastisitas, serta uji kepadatan menggunakan metode Standar Proctor. Hasil pengujian menunjukkan bahwa tanah puru memiliki kadar air rata-rata sebesar 22,37%, berat isi 2,73 gr/cm³, berat jenis 2,62, indeks plastisitas 9,15% (plastisitas sedang), kadar air optimum 22,40%, dan berat volume kering maksimum 1,23 gr/cm³. Berdasarkan klasifikasi USCS, tanah ini termasuk dalam kategori SP (Pasir Bergradasi Buruk) karena memiliki nilai Cu < 6. Meskipun memiliki keterbatasan dalam distribusi ukuran butir, tanah puru masih dapat dimanfaatkan sebagai material urugan atau bahan bangunan ringan dengan perlakuan teknis seperti pemadatan atau stabilisasi. Hasil penelitian ini diharapkan dapat menjadi referensi awal dalam perencanaan pembangunan di wilayah dengan jenis tanah serupa.
Desain dan Analisis Struktur Baja Gudang Perlengkapan Tambahan Bandar Udara Hang Nadim dengan Metode LRFD Darmawan, Muhammad Zhabri Gaffari
aspal Vol 3 No 2 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i2.116

Abstract

Warehouse facilities at airports are essential infrastructure that support aviation operations, particularly as storage areas for materials, equipment, and supplies required by technical units. Based on field observations at Hang Nadim International Airport, it was identified that the equipment building has reached its maximum capacity, resulting in suboptimal organization of operational items and a potential decline in storage quality. To address this issue, an additional warehouse is planned to be constructed behind the existing equipment building in order to increase storage capacity and ensure that items remain properly maintained. This study aims to analyze and design the steel structure for the additional warehouse using the Load and Resistance Factor Design (LRFD) method. The calculation results indicate that the warehouse structure is designed using several steel profiles, including WF 300×150×6.5×9 for columns, WF 250×125×6×9 for long-span rafters, WF 200×100×5.5×8 for beams, and WF 150×75×5×7 for medium-span rafters. In addition, A325-grade bolts with diameters ranging from 16 to 20 mm are used for the main connection points. Based on the structural design, the warehouse meets the required strength criteria; however, further geotechnical analysis is needed to produce a more comprehensive and reliable warehouse design.
Perencanaan Gedung Kantor Wali Nagari Gurun Di Kecamatan Harau Kabupaten Lima Puluh Kota Provinsi Sumatera Barat eka, novia anggraeni
aspal Vol 3 No 2 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i2.117

Abstract

The Gurun Village Head Office, located in Harau District, Lima Puluh Kota Regency, West Sumatra Province, is an infrastructure closely related to public services within the village. Currently, the existing office building is inadequate in terms of the number and area of ​​space, and the building design does not meet operational needs. An office building design that can meet these needs is needed, with efficiency and structural strength being the main priorities. The planning refers to SNI 1727-2020 regarding minimum design loads and related criteria for buildings and other structures. SNI 2847-2019 explains the requirements for structural concrete for buildings, SNI 1726-2019 discusses earthquake resistance planning for building and non-building structures, and SNI 2052-2017 for concrete reinforcement steel. From this planning, the dimensions of the main beam are 35/50 cm, the sub-beam 25/40 cm, the column 50/50 cm, the floor slab thickness 12 cm, and the roof slab 10 cm. Based on the results of the cross-section capacity inspection, it was found that the planned dimensions met the requirements, allowing the design to be implemented for a building that meets structural standards. This design can be used as a reference by the village head when constructing a new office in the future.
Perbandingan Volume Kendaraan Antara Pagi Hari dan Siang Hari di Jalan Panjaitan Ferdian, Adnan
aspal Vol 3 No 2 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i2.118

Abstract

This study aims to evaluate the comparison of vehicle numbers between morning and afternoon on Jalan Panjaitan, which is one of the roads with high traffic activity. The data used comes from secondary records of vehicle numbers during two periods, namely morning and afternoon. This study was conducted to observe differences in traffic density levels during these two periods. The results of the study show a significant difference in the number of vehicles between morning and afternoon, with the morning period tending to have more vehicles than the afternoon period. These findings can be used as a basis for decision making related to traffic management, traffic light timing adjustments, and transportation planning in the are.
Analisis Kelayakan Ekonomi Pembangunan Jaringan Irigasi dengan Pertimbangan Ketidakpastian Biaya dan Suku Bunga Minmahddun, Anafi
aspal Vol 3 No 2 (2025): Aspal : Jurnal Aspirasi Teknik Sipil
Publisher : Unmuh Babel Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35438/aspal.v3i2.121

Abstract

The development of irrigation networks is a strategic effort to enhance food security by increasing land productivity and farmers’ income. However, investment decisions for irrigation infrastructure require comprehensive economic feasibility evaluations to ensure that the resulting benefits outweigh the associated costs. This study aims to assess the economic feasibility of an irrigation network development project in Southeast Sulawesi by considering key investment indicators and future economic uncertainties. The analytical methods employed include the calculation of Net Present Value (NPV), Internal Rate of Return (IRR), Benefit Cost Ratio (BCR), and Payback Period over a 25-year project life cycle, as well as a sensitivity analysis by considering potential changes in investment cost and interest rate by ±25%. The results indicate that the irrigation development project is financially feasible, with an NPV of IDR 5,302.06 million, an IRR of 9% which exceeds the 6% discount rate, a BCR of 1.30, and a Payback Period achieved in the 15th year of operation. Sensitivity analysis confirms that the project remains feasible even under increased cost or interest rate scenarios; however, it is more sensitive to changes in construction cost. Therefore, the irrigation network project is not only economically viable under baseline conditions but also demonstrates strong resilience against economic uncertainties, making it a suitable priority for agricultural infrastructure development in the region.

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