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Journal of Civil Engineering
Published by Institut Teknologi Sepuluh Nopember Surabaya
ISSN : 20861206     EISSN : 25799029     DOI : -
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation
Journal of Civil Engineering (eISSN 2579-9029/pISSN 2086-1206) is a new journal that preceded by the previous Civil Engineering Department ITS Journal which was well known as Jurnal Teknologi dan Rekayasa Sipil (TORSI). TORSI journal was established in March 1981. In 2009, TORSI journal name was changed to Journal of Civil Engineering. Journal of Civil Engineering is managed by Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember (ITS). Journal of Civil Engineering published at least five papers for each volume. Annually two volumes are published with the first volume is published within the period of January-June and the second volume is published within the period of July-December. The Peer-review process is online based using the OJS portal. Focus and Scope The Journal of Civil Engineering (JCE) publish scientific article which is specific for civil engineering. JCE article must be written either in Indonesian or English languages. The focus and scope of the journal are: 1. Structures (High-Rise Building, Bridges, Long-Span Bridges) 2. Materials (Concrete, Steel, Fiber-Reinforced Concrete, Composites) 3. Hydraulics and Hydrology 4. Geotechnics (Foundation, Embankment Stability) 5. Construction Management 6. Transportations (Highways, Trains, etc.) 7. Green Buildings and Architectures
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 342 Documents
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Evaluation of Damage and Strengthening Recommendations: A Case Study of the Lontar Badminton Sports Hall RIzky T Amalia; Harun Alrasyid
Journal of Civil Engineering Vol 41 No 2 (2026)
Publisher : Institut Teknologi Sepuluh Nopember (ITS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j25799029.v41i2.10468

Abstract

An evaluation and recommendations for strengthening the structure of the Lontar Badminton Sports Hall were conducted to assess its adequacy after damage occurred to the strauss piles and the collapse of the retaining wall. Evaluation methods included an initial survey, destructive and non-destructive testing of structural elements, and structural analysis. Material test results indicated that the compressive strength of the concrete in the upper structure averaged 22.55 MPa. In contrast, the strauss pile structure had an average compressive strength of only 6.81 MPa. This disparity suggests that the concrete quality in the substructure elements is substandard. Analysis of the steel element capacity revealed a maximum cross-sectional capacity ratio of 10.7 for the HCO and CNP profiles. This indicates that certain elements may not be able to support the design load. Additionally, five types of pile caps—PC1, PC1-A, PC2, PC4, and PC5—have been identified as unsafe due to a combination of axial loads and moments that exceed their capacity. Furthermore, the reinforced concrete floor slabs are unable to bear the existing loads because of their excessive spanning area. Recommendations for strengthening the upper structure include adding steel elements, specifically WF 200x100 longitudinal beams, and adjusting the profiles to enhance overall structural stiffness and capacity. For the lower structure, proposed modifications involve adjusting the number and dimensions of foundations and pile caps to improve the lower structural configuration
Comparative Analysis of Durability and Cost Efficiency Between Hot Rolled Sheet (HRS) and Cold Paving Hot Mix Asbuton (CPHMA) in Road Maintenance Alif Iqbal Nur Hidayat; Hera Widyastuti
Journal of Civil Engineering Vol 41 No 2 (2026)
Publisher : Institut Teknologi Sepuluh Nopember (ITS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j25799029.v41i2.10469

Abstract

Natural asphalt deposits on Buton Island are estimated to reach 677 million tons, but their utilization remains suboptimal. Additional challenges, such as the increasing number of vehicles and issues related to Over Dimension Over Load (ODOL) on commercial vehicles, contribute to widespread road damage and shortened pavement lifespans. One potential solution for efficient road maintenance is the use of Cold Paving Hot Mix Asbuton (CPHMA), a flexible pavement mixture that is heated during mixing but can be laid at ambient temperatures, thus promoting the utilization of Buton asphalt. This study compares HRS (Hot Rolled Sheet) and CPHMA wich used in routine road maintenance in Malang Raya with laboratory tests and cost analyses.. The HRS materials were sourced from PT. Piranti Utomo Makmur, while the CPHMA materials were provided by PT. Ketahanan Aspal Nasional. Testing confirmed that both the aggregate and asphalt materials meet technical specifications. Marshall test results for CPHMA after a 1x30-minute immersion showed a strength of 576.3 kg, while a 1x24-hour immersion produced a strength of 508.4 kg, resulting in a residual strength index of 88.22%. For HRS, the 1x30-minute immersion yielded a strength of 1,091.2 kg, and the 1x24-hour immersion produced 986.3 kg, with a residual strength index of 90.39%. These results indicate that HRS exhibits better durability compared to CPHMA. From a cost perspective, however, CPHMA proves more economical, with a cost of IDR 245,500.00/m2 compared to HRS at IDR 248,800.00/m2. The difference of IDR 3,300.00/m2 makes CPHMA a more cost-effective option and could be a quicker option for routine road maintenance

Page 35 of 35 | Total Record : 342

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