Analisis Pengaruh Interaksi Tanah Terhadap Struktur Pondasi Bored Pile Menggunakan Software Geo5 pada Bangunan Jembatan Gantung Kaca Bromo. (Analysis of Soil-Structure Interaction on Bored Pile Foundations Using GEO5 Software in the Glass Suspension Bridge Structure in Bromo).

Darmawan B., Muhammad Islam (2023) Analisis Pengaruh Interaksi Tanah Terhadap Struktur Pondasi Bored Pile Menggunakan Software Geo5 pada Bangunan Jembatan Gantung Kaca Bromo. (Analysis of Soil-Structure Interaction on Bored Pile Foundations Using GEO5 Software in the Glass Suspension Bridge Structure in Bromo). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Dalam pembangunan jembatan, terdapat dua bagian utama yang harus diperhatikan, yaitu superstruktur dan substruktur. Superstruktur berfungsi sebagai lintasan untuk kendaraan dan pejalan kaki, dengan menggunakan elemen seperti balok, pelat, dan girder yang dirancang untuk menahan beban lalu lintas. Di sisi lain, Substruktur merupakan bagian bawah jembatan yang terdiri dari pondasi dan pilar, yang bertugas menopang dan mendistribusikan beban dari superstruktur ke tanah. Dalam konteks ini, fokus penelitian ini adalah pada substruktur, khususnya pada penggunaan pondasi bored pile. Karena tanah di sekitar pondasi dapat memiliki karakteristik mekanik yang berbeda, analisis yang cermat tentang pengaruh interaksi tanah terhadap pondasi bored pile sangat penting untuk memastikan keamanan dan stabilitas bangunan. Dalam penelitian ini, digunakan Software rekayasa geoteknik Geo5 yang menyediakan metode dan algoritma untuk mengkaji pengaruh interaksi antara tanah dan pondasi bored pile. Software ini memungkinkan penggunaan parameter tanah, seperti sifat mekanik, kemampuan dukung, dan karakteristik deformasi tanah, dalam model analisis. Dengan menggunakan Geo5, dapat dilakukan simulasi numerik untuk mengevaluasi kinerja pondasi, mengidentifikasi potensi masalah, dan merancang solusi yang optimal untuk memastikan keberhasilan konstruksi jembatan yang aman dan kuat. Hasil analisis yang telah dilakukan, pondasi bored Pile dalam bentuk kelompok terdiri dari 20 tiang pada Blok Angkur dan 6 tiang pada Pilon, telah terbukti mampu menanggung beban-beban yang bekerja dengan tingkat faktor keamanan yang memenuhi persyaratan. Faktor keamanan yang digunakan adalah 2,5 berdasarkan SNI 8460-2017 untuk beban aksial dan 3 untuk beban lateral, yang menunjukkan bahwa pondasi tersebut memiliki kapasitas yang cukup untuk memikul beban-beban tersebut dengan tingkat keamanan yang memadai.

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