Methods of designing tunnel linings being constructed with the application of grouting (cementation) in soft watered ground are given. The methods allow the lining stressed state appearing due to actions of the ground own weight and the external water pressure including cases
of water filtration through the grouted soil zone and lining to be determined.
Geoengineer.org uses third party cookies to improve our website and your experience when using it. To find out more about the cookies we use and how to delete them visit our Cookies page. Allow cookies