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- W2372240265 abstract "The foundation pit for the south anchorage of 4th Nanjing Yangtze River Bridge is protected with concrete diaphragm wall.The wall will be embedded in the medium-weathered layer with 3 meters.Because the dredging layer at the wall bottom and the strongly weathered rock are more permeable than the wall,under-ground water may flow through the dredging layer to the foundation pit.On the basis of numerical simulation with 3D seepage field model,the permeability sensitivity is analyzed and the seepage control efficiency is compared among different designs. The results indicate that the thickness and permeability of medium-weathered layer influence the discharge and seepage stability of the pit significantly,that under cases without curtain grouting in the bed-rock,the seepage gradient in the dredging layer is high and seepage deformation might occur,and that under cases with curtain grouting, the discharge would be much lower and the stability of foundation pit would be ensured." @default.
- W2372240265 created "2016-06-24" @default.
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- W2372240265 date "2009-01-01" @default.
- W2372240265 modified "2023-09-25" @default.
- W2372240265 title "Study on Seepage Control Scheme for Foundation Pit of South Anchorage of 4th Nanjing Yangtze River Bridge" @default.
- W2372240265 hasPublicationYear "2009" @default.
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