Numerical Analysis of Reserving Core Soil with Annular Excavation Method Used in Loess Tunnel
2014 ◽
Vol 1065-1069
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pp. 143-146
Keyword(s):
To research the deformation regularity of loess tunnel in reserving core soil with annular excavation method compared with other construction methods, 3D Numerical Simulation is applied and the loess tunnel of highway is taken as an example. The research results show that[1]:The deformation of surrounding rock affected by the area of core soil is small.The stress regularity of different support structure influence on the area of core soil is different. This is mainly reflected that the maximum pressure stress of primary support increases with the area of core soil’s increasing, but the minimum bending moment of secondary lining is not appeared in the working condition which the minimum core soil area is.
2014 ◽
Vol 926-930
◽
pp. 589-592
2012 ◽
Vol 204-208
◽
pp. 1468-1471
2014 ◽
Vol 580-583
◽
pp. 997-1000
◽
2022 ◽
Vol 2152
(1)
◽
pp. 012019
2021 ◽
Vol 643
◽
pp. 012042
Keyword(s):
Keyword(s):
2012 ◽
Vol 164
◽
pp. 414-417
2019 ◽
Vol 90
◽
pp. 76-98
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Keyword(s):