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- W2388608521 abstract "Combined with finite element method (FEM), the stress mechanics of late-model portal structure by 3-D numerical analysis are simulatingly analysed. The results of the study show that the portal structure only needs constructional steel bars, and the layout of steel bars is designed on tunnel cross-section; and that the lowest bearing capacity of the foundation should not be less than 0.5 MPa is also suggested. The results also indicate that the foundation base stress is compressive stress and the portal structure is stable. According to the calculating result, the corresponding construction measures are put forward." @default.
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- W2388608521 date "2005-01-01" @default.
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- W2388608521 title "Structure Calculation of Late-Model Portal of Tongluo Mountain Tunnel" @default.
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