Permanent deformation of subgrade soils

Seismic Performance of Concrete-Encased CFST Piers: Experimental Study

Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight …

Seismic Capacity Evaluation of Exterior Shear Keys of Highway Bridges

Part IX Accelerated Pavement Testing on Porland Cement Concrete Pavement: Per…

Rak 3

Study on Charcteristics of Ground Motion in Karst Area Based on Viscoelastic …

Karst is a common geological condition in engineering construction. In order to study the influence of karst cave and boundary condition on the analysis of free field ground motion in karst area, viscoelastic artificial boundary was studied in free field ground motion analysis of karst region, a three-dimensional finite element model whose dimension is 1000 m × 1000 m × 500 m was set up, ch…

Analytical Solution of Underneath Tunnelling-Induced Deformation of Existing …

Tunnelling underneath the existing tunnels are very common these days. It is obvious that the under-crossing tunnelling will affect and even damage the existing tunnels. An analytical method is proposed in this paper to better understand the effects of the under-crossing tunnelling on the existing tunnel. The existing tunnel is modeled as a Timoshenko beam lying on a Kerr foundation. The validi…