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An analytical continuous upper bound limit analysis is developed to analyse the effects of seepage on the transverse stability of underwater shield tunnels. The approach is based on an analytical continuous upper bound limit analysis method for cohesive-frictional soils. It employs the complex variables solution of the displacement field due to tunnel deformation and movement, and the analytical solution of the pore water pressure field for steady state seepage due to pore water influx at the tunnel perimeter. The most critical slip line position and the minimum required tunnel support pressure are determined by using a particle swarm optimization scheme for various generic situations. The method is verified via finite element simulation and comparison with the solution from using rigid block upper bound limit analysis. The parametric analysis revealed among other things that both the infimum of the necessary tunnel support pressure and the most critical plastic zone increase when the hydraulic head at the ground surface increases, but decrease when the tunnel influx increases due to the fact that pore water pressure at the tunnel perimeter decreases with the tunnel influx.

In this paper, the measurement software which can be used to realize remote control of the VM700T video measuring instrument is introduced. The authors can operate VM700T by a virtual panel on the client computer, select the results that the measuring equipment displayed to transmit it, and then display the image on the VM700T virtual panel in real time. The system does have some practical values and play an important role in distance learning. The functions that the system realized mainly includes four aspects: the real-time transmission of message based on the socket technology, the serial connection between server PC and VM700T measuring equipment, the image acquisition based on VFW technology and JPEG compression and decompression, and the network transmission of image files. The actual network transmission test is shown that the data acquisition method of this thesis is flexible and convenient, and the system is of extraordinary stability. It can display the measurement results in real time and basically realize the requirements of remote control. In the content, this paper includes a summary of principle, the detailed introduction of the system realization process and some related technology.