Numerical Analysis on Chamber Foundation of Chongqing Guoji Mansion
XUE Shang-ling et al
From the view point of static stability of chamber structure in the case of the main tunnel for the Chao-Sha light rail line under the Chongqing Guoji Mansion, a numerical analysis on loading state and deformation character of chamber structure under different conditions of foundation was carried out. The results of analysis show that the application of pile foundation will reduce the surface subsidence and ensure the stability of the tunnel as well. Meanwhile, the uneven subsidence of the building could be controlled.
【CateGory Index】： TU470.3