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Table of Contents
Chapter 1: Investigation on the dynamic response of a high-speed railway tunnel located beneath an airport runway and uneven settlement of the runway
Chapter 2: Influence of shield slurry property on filter cake quality in sand stratum
Chapter 3: Dynamic response and long-term settlement of four overlapping tunnels subject to train load
Chapter 4: Dynamic stability of soft soil between closely and obliquely overlapped metro tunnels subjected to moving train loads
Chapter 5: Research on Calculating Quantity of Utility Tunnel with Revit Secondary Development
Chapter 6: The influence of variation in groundwater table on ground vibrations from underground tunnels
Chapter 7: Experimental studies on three types of vibration isolators for the buildings near subways
Chapter 8: Dynamical response of floating slab track with variation on failure position of steel spring
Chapter 9: The effect of boundary permeability to the dynamic response of the layered saturated ground under a moving load in a tunnel
Chapter 10: The effect of excavation unloading on the deformation of existing underlying shield tunnel.
Chapter 2: Influence of shield slurry property on filter cake quality in sand stratum
Chapter 3: Dynamic response and long-term settlement of four overlapping tunnels subject to train load
Chapter 4: Dynamic stability of soft soil between closely and obliquely overlapped metro tunnels subjected to moving train loads
Chapter 5: Research on Calculating Quantity of Utility Tunnel with Revit Secondary Development
Chapter 6: The influence of variation in groundwater table on ground vibrations from underground tunnels
Chapter 7: Experimental studies on three types of vibration isolators for the buildings near subways
Chapter 8: Dynamical response of floating slab track with variation on failure position of steel spring
Chapter 9: The effect of boundary permeability to the dynamic response of the layered saturated ground under a moving load in a tunnel
Chapter 10: The effect of excavation unloading on the deformation of existing underlying shield tunnel.