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Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil
Publisher: American Society of Civil Engineers
Abstract: To obtain the critical collapse pressure of a circular tunnel driven by a pressurized shield for purely cohesive soils, a two-dimensional analysis model is presented based on limit analysis and slip-line theories. When the ...
Study on the Effect of Combined Application of Foam and Bentonite Slurry on Conditioned Soil Properties in Sandy Soil Strata
Publisher: American Society of Civil Engineers
Abstract: AbstractSoil conditioning is one of the essential methods to ensure the stability of the tunneling
face and excavation efficiency in EPB construction. Existing commonly used soil conditioners
include foam, bentonite slurry, ...
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