Analisis Perhitungan Kestabilan Tembok Penahan Segmental Mse – Wall Cornestone Project Fly Over Gelumbang Lanjutan

Authors

  • Azzahra Dwi Lintang Sakina Universitas Bina Darma Palembang
  • Anggi Purnama Sari Dewi Universitas Bina Darma Palembang

Keywords:

Bishop Method, GEO5 Software, MSE-Wall, Safety Factor, Slope Stability

Abstract

Pembangunan infrastruktur Fly Over Gelumbang Lanjutan menghadapi tantangan kestabilan MSE-Wall pada kondisi tanah heterogen Muara Enim. Penelitian ini bertujuan menganalisis kestabilan internal dan eksternal MSE-Wall menggunakan data geoteknik lapangan untuk memverifikasi kesesuaian dengan SNI 8460:2017. Pendekatan kuantitatif deskriptif-analitik diterapkan pada populasi seluruh struktur MSE-Wall dengan sampel purposive station kritis (STA 60+200 hingga 60+550). Instrumen mencakup SPT, CPT, CSL, PDLT, dan analisis GEO5 dengan metode Bishop-Spencer. Hasil menunjukkan faktor keamanan eksternal (guling 11.38, geser 6.54) dan internal (pullout 37.77, tensile 2.13) memenuhi standar statis/seismik. Kesimpulan merekomendasikan pengawasan timbunan dan drainase optimal untuk proyek serupa.

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Published

28-12-2021

How to Cite

Azzahra Dwi Lintang Sakina, & Anggi Purnama Sari Dewi. (2021). Analisis Perhitungan Kestabilan Tembok Penahan Segmental Mse – Wall Cornestone Project Fly Over Gelumbang Lanjutan . Journal of Innovative and Creativity (Joecy), 1(2), 46764–46770. Retrieved from https://joecy.org/index.php/joecy/article/view/6644

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