Details

Autor(en) / Beteiligte

• Kumalasari, Aulia Indira
• Abduh, Moh
• Wicaksono, Dwi Aziz
• Rusdianto, Yunan
• Andardi, Faris Rizal
• Sumadi, Fauzi Dwi Setiawan
• Rahmandhika, Andinusa
• Setyawan, Novendra
• Utama, Dana Marsetiya
• Rahim, Robbi

Titel

Analysis of continuous slab foundation as a sub structure: Teluk Bayur Mini Olympic Stadium, East Borneo Indonesia

Ist Teil von

• AIP Conference Proceedings, 2024, Vol.2927 (1)

Ort / Verlag

Melville: American Institute of Physics

Erscheinungsjahr

2024

Beschreibungen/Notizen

• The construction of Teluk Bayur Mini Olympic Stadium, which is located in Teluk Bayur, East Borneo, Indonesia is planned to support of sport competition activities which will be held in 2022. The existing condition the stadium only has a tribune on the east side. However, because there are soil investigation data on the west side area, the authors are interested in conducting an analysis related to the construction of the substructure on the West Tribune using a Continuous Plate foundation. The drill logs data, N-SPT>50 was obtained at a depth of 2 m. The west tribune is planned to be 22 m wide and 115 m long. The biggest load that acted is 3192.26 kN on grid 11 segment 2. From this load, the foundation is planned to be 2 m wide and 0.8 m thick. The length of the foundation itself is divided into 2 types, namely, P1 with 24 m and P2 with 25 m. After that, the smaller soil bearing capacity (qa) is obtained at 598.8 kg.cm−2 on type P1. The reinforcement number of P1 in the longitudinal direction is D25-150 and D25-200, in the support area it is D25-150 and D25-100. In the transverse direction, the requirements for foundation reinforcement of type P1 are D19-200 and D19-100. Because this study only uses one location for the drill log point, for future research it is necessary to carry out further ground investigations to be safer in further planning.