Geotechnical and Geological Engineering, Journal Year: 2024, Volume and Issue: 42(7), P. 5401 - 5424
Published: July 10, 2024
Language: Английский
Geotechnical and Geological Engineering, Journal Year: 2024, Volume and Issue: 42(7), P. 5401 - 5424
Published: July 10, 2024
Language: Английский
Geotechnical and Geological Engineering, Journal Year: 2025, Volume and Issue: 43(2)
Published: Feb. 1, 2025
Language: Английский
Citations
1Earth Science Informatics, Journal Year: 2024, Volume and Issue: 17(3), P. 2417 - 2427
Published: March 28, 2024
Language: Английский
Citations
2Applied Ocean Research, Journal Year: 2024, Volume and Issue: 152, P. 104166 - 104166
Published: Aug. 27, 2024
Language: Английский
Citations
1Research Square (Research Square), Journal Year: 2024, Volume and Issue: unknown
Published: Jan. 8, 2024
Abstract Construction of subsea tunnels has grown significantly in recent decades around the world. Hence, ensuring stability these is very important. However, investigating not received enough attention. In present study, finite element limit analysis (FELA) was used to determine internal pressure needed maintain circular embedded a Tresca material by considering various values for influential parameters. It observed that required pressure, dimensionless form, increased increasing soil cover and water depth. The failure mechanism also investigated. did tunnel’s roof lower soil’s undrained shear strength. An adaptive neuro-fuzzy inference system (ANFIS) implemented predict pressure. seen this regard, performance ANFIS far better than multiple linear regression (MLR).
Language: Английский
Citations
0Geotechnical and Geological Engineering, Journal Year: 2024, Volume and Issue: 42(7), P. 5401 - 5424
Published: July 10, 2024
Language: Английский
Citations
0