| dc.contributor.author | Mukti, Muhammad Tri | |
| dc.contributor.author | Marasabessy, Muhammad Irfan | |
| dc.date.accessioned | 2025-08-10T14:24:20Z | |
| dc.date.available | 2025-08-10T14:24:20Z | |
| dc.date.issued | 2025-07-31 | |
| dc.identifier.issn | 2962-2697 | |
| dc.identifier.uri | http://hdl.handle.net/123456789/57360 | |
| dc.description.abstract | This study presents a comparative analysis between the Limit
Equilibrium Method (LEM) and Finite Element Method (FEM) for slope
stability evaluation using two open-source software tools, Hyrcan and
Adonis. The research aims to assess their performance under static and
seismic loading conditions on two excavation slope profiles (P1 and P2)
without groundwater influence. Hyrcan, based on LEM, employed the
Bishop Simplified method, while Adonis applied the Mohr-Coulomb
model within a FEM framework. Total Stress Analysis (TSA) was
utilized due to the absence of pore water pressure. Results showed that
Hyrcan yielded higher Factor of Safety (FoS) values, reaching up to
3.128 on P2 under static conditions and 1.509 during seismic loads,
closely matching GeoStudio's outcomes. Meanwhile, Adonis produced
more conservative results, similar to PLAXIS, with the lowest FoS of
0.561 for P2 under seismic load. These findings confirm that open
source tools like Hyrcan and Adonis can deliver reliable, comparable
results to commercial software, making them feasible and cost-effective
alternatives for educational, research, and preliminary engineering
purposes. | en_US |
| dc.publisher | Universitas Islam Indonesia | en_US |
| dc.subject | Slope Stability, Factor of Safety (FoS), Seismic Load, Slope Reinforcement, Hyrcan Software, Adonis Software | en_US |
| dc.title | Studi komparatif metode elemen batas dan elemen hingga pada stabilitas lereng galian menggunakan perangkat lunak hyrcan dan adonis | en_US |
| dc.type | Article | en_US |