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Although construction of those buildings will not be completed for years, their locations must be settled soon to provide for the completion of underground structures, like concourses to move passengers around the transportation complex.
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This paper addresses major technological issues and challenges associated with structural monitoring of underground structures.
This knowledge should be used at planning and performing of monitoring of stability of underground structures.
In-structure shock of underground structures subjected to ground shocks is investigated, both theoretically and experimentally.
More and more projects of underground structures undercrossing adjacent surface structures have emerged in recent years.
Moreover, the frictional coefficient of bearing influencing the seismic responses of underground structures was discussed.
Finally, pertinence suggestions were proposed for the seismic design of underground structures at different buried depths.
And some interesting conclusions were also obtained for the seismic design of underground structures.
The convergence confinement method is usually employed in the preliminary design of underground structures.
The response of underground structures subjected to subsurface blast is an important topic in protective engineering.
The artificial ground freezing (AGF) system is widely used in underground mines, shaft sinking, civil, and tunneling applications for stabilization of underground structures, and for hydraulic sealing.
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