Ground Behaviour Around a Tunnel Using Various Soil Models

• Main Authors: Namazi, Eshagh, Hisham, Bin Mohamad, Ahmad Kueh, Beng Hong, Mohsen, Hajihassani, Siti Norafida, Binti Jusoh, Khaili Abad, Seyed Vahid Alavi Nezhad
• Format: E-Article
• Language: English
• Published: Researchgate Publication 2012
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://ir.unimas.my/id/eprint/23108/1/Ground%20Behaviour%20Around%20a%20Tunnel%20Using%20Various%20Soil%20Models.....%20-%20Copy.pdf; http://ir.unimas.my/id/eprint/23108/; https://www.researchgate.net/publication/261368027_Ground_Behaviour_Around_a_Tunnel_Using_Various_Soil_Models

Finite Element (FE) analyses are used world widely in geotechnical engineering to obtain the soil displacement caused by tunnelling. The surface settlement induced by tunnelling predicted by FE is known to be wider and shallower than the field measurements particularly for stiff clays with high coe...