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All Journal Jurnal Penelitian Rumpun Ilmu Teknik
Muhamad Taqiudin
Universitas Bima Internasional MFH
Computer Science & IT Engineering

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Soil Bearing Capacity Analysis using Cone Penetration Test for Villa Construction at PT Oceana Living Resort Muhamad Taqiudin; Faeruzza Athiya; Yuliani Budi Permata Sari
Jurnal Penelitian Rumpun Ilmu Teknik Vol. 5 No. 2 (2026): Jurnal Penelitian Rumpun Ilmu Teknik
Publisher : Lembaga Pengembangan Kinerja Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/juprit.v5i2.7095

Abstract

Residential construction involves the process of building or renovating houses and settlement areas to create a habitable living environment, including the provision of infrastructure, facilities, and public utilities. To prevent structural failures, it is essential to determine the soil bearing capacity in order to design a robust and earthquake-resistant structure. Therefore, a soil investigation using the Cone Penetration Test (CPT) method is required beforehand. The CPT is a field testing technique specifically designed to evaluate and assess the strength characteristics of subsurface soil layers. This investigation was conducted in Kuripan Village, Kuripan District, West Lombok Regency, with the objectives of determining the resulting bearing capacity and identifying the most suitable foundation type for the research site. Secondary data were obtained from various literature reviews, while primary data were collected from CPT results at three predetermined test locations. The analysis revealed that cone resistance (qc) values reached ≥ 250 kg/cm². Specifically, at the first test point (SO-1), this resistance was observed at depths of 1.60 to 2.80 meters (clay mixed with dense rock); at the second test point (SO-2), at depths of 0.80 to 1.20 meters (clay mixed with dense rock); and at the third test point (SO-3), at depths of 2.80 to 3.60 meters (sandy clay mixed with dense rock). Based on these findings, the appropriate foundation types for the soil conditions in Batu Layar, Batu Layar District, West Lombok Regency, are shallow foundations and deep pile foundations.
Structural Analysis of a Two-Story House Building Using ETABS V19 Software at PT Tunas Jaya Mahakarya Housing, Sedayu Hamlet, Kuripan Village, Kuripan District, West Lombok Regency Yuliani Budi Permata Sari; Lalu Sulthonul Azmi; Muhamad Taqiudin
Jurnal Penelitian Rumpun Ilmu Teknik Vol. 5 No. 3 (2026): Jurnal Penelitian Rumpun Ilmu Teknik
Publisher : Lembaga Pengembangan Kinerja Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/juprit.v5i3.7096

Abstract

Building structure planning is an important aspect in building construction, especially in multi-storey buildings such as 2-story houses. Good structural planning is needed so that buildings are able to withstand various types of working loads, such as dead loads, live loads and earthquake loads. The West Lombok Regency area on Lombok Island is an area that has the potential for earthquake activity, so building structure planning must pay attention to aspects of earthquake resistance. Therefore, proper structural analysis is needed to ensure the safety and stability of the building. This research aims to analyze the structure of a 2-story house in a housing complex built by PT. Tunas Jaya Masterpiece is located in Sedayu Hamlet, Kuripan Village, Kuripan District, West Lombok Regency. Structural analysis was carried out with the help of ETABS version 19 software to determine the structural response to various types of loads acting on the building. The research method used is the structural analysis method with building modeling using ETABS software. The analysis results obtained include a bending moment of 14.94 kNm, a shear force of 97 kN, an axial force of 247.76 kN, and Storey drift (floor drift) is still safe and smaller than the permitted stirey drift. Based on the results of the analysis carried out, it was found that the structure of the two-story house was able to withstand the working loads and met structural safety requirements in accordance with applicable planning provisions. Thus, the building structure is considered quite safe and suitable for use as a residential building.
Co-Authors Faeruzza Athiya Lalu Sulthonul Azmi Yuliani Budi Permata Sari