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ANALISIS PENGARUH INTERAKSI TANAH TERHADAP STRUKTUR PONDASI BORED PILE MENGGUNAKAN SOFTWARE GEO5 PADA BANGUNAN JEMBATAN GANTUNG KACA BROMO Muhammad Islam Darmawan B; Laily Endah Fatmawati
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.91

Abstract

In bridge construction, there are two main components to consider: the superstructure and the substructure. The superstructure serves as the roadway for vehicles and pedestrians, utilizing elements such as beams, slabs, and girders designed to withstand traffic loads. On the other hand, the substructure consists of the foundation and piers, responsible for supporting and distributing the superstructure's load to the ground. In this context, the focus of this study is on the substructure, particularly the use of bored pile foundations. Due to the varying mechanical characteristics of the soil surrounding the foundation, careful analysis of the soil-structure interaction in bored pile foundations is crucial to ensure the safety and stability of the structure. This study utilizes the Geo5 geotechnical engineering software, which provides methods and algorithms to assess the interaction between soil and bored pile foundations. The software allows for the inclusion of soil parameters such as mechanical properties, bearing capacity, and deformation characteristics in the analysis model. By using Geo5, numerical simulations can be conducted to evaluate foundation performance, identify potential issues, and design optimal solutions to ensure the successful construction of a safe and robust bridge