Deterministic assessment and numerical simulations of bucking instability of piles in liquefiable ground
Muhammad Hamzah Fansuri, - and Muhsiung Chang, - and Togani Cahyadi Upomo, - and Rini Kusumawardani, FT Teknik Sipil (2022) Deterministic assessment and numerical simulations of bucking instability of piles in liquefiable ground. In: the 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney.
![[thumbnail of Turnitin Deterministic assessment and numerical simulations.pdf]](http://lib.unnes.ac.id/style/images/fileicons/application_pdf.png) |
PDF
- Published Version
Download (2MB) |
|
PDF
- Published Version
Download (1MB) |
Abstract
This paper discussed an alternative to compute and analyze the buckling instability of piles in a liquefiable ground during seismic loading. A key aspect of the study is a comparison of different approaches on buckling assessment of piles using deterministic and numerical method. The study discusses the assessment of buckling instability of piles due to liquefaction of foun�dation soils for a coal-fired power station (CFPS) in Indonesia. Liquefaction analysis is performed based on a SPT-
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Uncontrolled Keywords: | Pile behavior; soil response, soil liquefaction; seismic shaking; numerical simulation. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Fakultas: | Fakultas Teknik > Teknik Sipil, S1 |
| Depositing User: | mahargjo hapsoro adi |
| Date Deposited: | 24 Nov 2022 07:25 |
| Last Modified: | 05 Jun 2023 04:42 |
| URI: | http://lib.unnes.ac.id/id/eprint/53482 |
Actions (login required)
 |
View Item |