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Pemetaan Potensi Desa Tugu Utara sebagai Desa Wisata Surtaryo, Surtaryo; Artiani, Gita Puspa; Rodji, Achmad Pahrul; Wahyono, Herry
Jurnal Pengabdian Masyarakat (ABDIRA) Vol 4, No 4 (2024): Abdira, Oktober
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/abdira.v4i4.530

Abstract

The mapping of Tugu Utara Village’s potential as a tourism destination aims to identify and optimize the village’s assets for sustainable tourism development. Tugu Utara was chosen due to its abundant natural resources, including Telaga Saat and its water springs, and the need to address challenges in waste and sanitation management. The methodology includes field surveys, interviews with local leaders, and data analysis using Geographic Information Systems (GIS). The mapping results reveal significant tourism potential with supporting facilities such as glamping and food courts. However, improvements in waste and sanitation management are essential to ensure environmental sustainability. This mapping provides a crucial foundation for further development, indicating that Tugu Utara Village can become a prime tourism destination with proper planning and effective environmental management.
Analisis Perbandingan Daya Dukung Dan Penurunan Pondasi Bored Pile Berdasarkan Data SPT Tahismasari, Santy; Darmiyanti, Lydia; Rodji, Achmad Pahrul
Jurnal Basement : Jurnal Teknik Sipil Vol. 2 No. 2 (2024): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v2i2.15193

Abstract

Foundation is part of the lower structure (sub structure), which has a very important role in carrying the load of the upper structure as a result of the forces that occur in the upper structure, such as wind forces, earthquake forces and the weight of the structure self. The purpose of the analysis is to determine the bearing capacity analysis using the Reese & Wright (1977) and plaxis 2d methods, for settlement analysis using the vesic and plaxis 2d methods based on the results of SPT. Based on the SPT data, the results of manual calculations using the Reese & Wright method (1977) are 164,64 kN while calculations using plaxis 2D software are 375,42 kN. The settlement obtained by manual calculations by Vesic nethod is 2,873 cm, while the results of calculations in Plaxis 2D software are 0,578 cm. Based on the results of calculating the bearing capacity of drilled pile foundations when compared with the Reese & Wright (1977) method, it provides the most economical results compared to Plaxis 2D calculations. From the analysis results, these calculations are in accordance with SNI 8460 of 2017