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...
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| 主要な著者: | , , , , , |
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| フォーマット: | E-Article |
| 言語: | English |
| 出版事項: |
Researchgate Publication
2012
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| 主題: | |
| オンライン･アクセス: | 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 |
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