Kajian Penurunan Tiang Jembatan dengan Interaksi Struktur - Tanah

  • Asfarur Ridlwan Institut Teknologi Sumatera
  • Muhammad Fatkhurrozi Institut Teknologi Sumatera
  • Aji Suraji Universitas Widyagama Malang

Abstract

Abstract: Pulau Pasaran Bridge, situated in southern coast of Bandar Lampung city, has experience partial section settlement of 0,1 m to 1,57 m. This work will study the settlement of the bridge piles incorporating soil-structure interaction aspect. End bearing resistance is modelled as nonlinear elastic spring q-w curve. Experiments will cover a range of modified stiffness spring. Simulated settlements and axial member forces will be discussed.


Keywords: soil-structure interaction, bridges, foundation settlement.


Abstrak: Jembatan Pulau Pasaran, terletak di pesisir Bandar Lampung, mengalami penurunan pada tiang dengan besaran 0,1 m hingga 1,57 m. Studi ini akan mengkaji penurunan tiang jembatan dengan mengakomodasi aspek interaksi struktur-tanah. Tahanan ujung pondasi dimodelkan dengan kurva q-w. Percobaan dilakukan pada beberapa variasi kurva tahanan ujung. Hasil penurunan tiang dan gaya dalam aksial pada tiang akan diulas.


Kata Kunci : interaksi struktur-tanah, jembatan, penurunan pondasi.

References

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Published
2021-12-31
How to Cite
RIDLWAN, Asfarur; FATKHURROZI, Muhammad; SURAJI, Aji. Kajian Penurunan Tiang Jembatan dengan Interaksi Struktur - Tanah. Journal of Infrastructure Planning and Design, [S.l.], v. 1, n. 2, p. 32-36, dec. 2021. Available at: <https://journal.itera.ac.id/index.php/jipad/article/view/732>. Date accessed: 05 oct. 2022.

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