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- W2041507947 abstract "With the 3-D finite difference method that combined fluid-solid coupling theory, construction process of a very deep circular pit (excavation diameter=14m, and depth=37.4m) were simulated dynamically, and based on the simulation results, construction schemes were further assessed and optimized. The results show that horizontal displacements of row-piles induced by excavation of the circular pit can be evidently reduced by means of high pressure jet grouting piles among row-piles with which the strength of soil around row-piles could be enhanced a lot; lowering of underground water level of soil layers around the circular pit can not only avoid accidents such as soil flow and piping in construction process, excavation disturbance could also be decreased in a certain extent. Values of the additional moment aroused by construction at the middle and lower parts along such a row-pile are larger than other parts, so attention should be emphatically paid as excavation of the middle and lower parts of the pit." @default.
- W2041507947 created "2016-06-24" @default.
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- W2041507947 date "2011-07-13" @default.
- W2041507947 modified "2023-09-25" @default.
- W2041507947 title "Numerical Simulation for Construction Process of a Very Deep Circular Pit" @default.
- W2041507947 doi "https://doi.org/10.1061/41184(419)295" @default.
- W2041507947 hasPublicationYear "2011" @default.
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