ANALISIS DAYA DUKUNG PONDASI TIANG PANCANG BERDASARKAN METODE STATIS DAN DINAMIS PADA PROYEK GEDUNG RUMAH SAKIT MATA MASYARAKAT JAWA TIMUR (RSMM JATIM)

Romadhoni, Muhammad Izul (2025) ANALISIS DAYA DUKUNG PONDASI TIANG PANCANG BERDASARKAN METODE STATIS DAN DINAMIS PADA PROYEK GEDUNG RUMAH SAKIT MATA MASYARAKAT JAWA TIMUR (RSMM JATIM). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Pondasi tiang pancang merupakan salah satu jenis pondasi yang sering digunakan dengan tujuan untuk mendukung beban struktur pada tanah yang memiliki daya dukung rendah pada permukaan. Menentukan daya dukung pondasi tiang pancang yang akurat sangat penting untuk menjamin kestabilan dan kemanan bangunan. Penelitian ini bertujuan untuk menganalisis dan membandingkan daya dukung pondasi tiang pancang menggunakan dua pendekatan metode, yaitu metode Meyerhof dan metode G. Sanglerat di Rumah Sakit Mata Masyarakat Jawa Timur (RSMM Jatim). Hasil perbandingan menunjukkan adanya perbedaan nilai daya dukung yang signifikan. Data statis menggunakan data Cone Penetration Test (CPT) dan Standart Penetration Test (SPT), sedangkan data dinamis menggunakan uji Pile Driving Analiyzer (PDA). Langkah-langkah dan prosedur dalam penelitian ini meliputi studi literatur serta pengumpulan data, yang mencakup data primer dan data sekunder. Data primer terdiri atas observasi, pengukuran secara langsung, dokumentasi dan studi literatur. Sedangkan data sekunder terdiri atas gambar kerja, data CPT, SPT, dan PDA. Meskipun proyek sudah selesai, ada beberapa alasan mengapa analisis daya dukung pondasi tiang pancang tetap perlu dilakukan setelah proyek selesai yaitu bermanfaat untuk membantu memastikan bangunan tetap aman dan apabila terdapat indikasi masalah maka analisis lanjutan dapat memberikan dasar untuk tindakan pemeliharaan. Penelitian ini berfungsi sebagai bentuk verifikasi teknik terhadap metode perhitungan sebelumnya yang menggunakan metode G.Sanglerat untuk pembelajaran dan acuan pada proyek serupa di masa mendatang.

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