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In case the anhydrite surface is located well above the tunnel, the Gypsum Keuper is found completely dry during tunnel driving. Such a dry section can be lined by concrete with reasonable amount of reinforcement and should be sealed by a special sealing structure against the water bearing layers. Corresponding analyses provide the grounds for the required extent of grouting around such a sealing structure.
In case the anhydrite level is located right underneath the tunnel, the principle of yielding support can be applied with additional resin grouting adjacent to the tunnel.
High horizontal swelling pressure can occur, if the anhydrite level is located in the middle of the tunnel cross section.
The tunnel of the turning loop of the urban railway in Stuttgart serves as a case study.
In case the anhydrite surface is located well above the tunnel, the Gypsum Keuper is found completely dry during tunnel driving. Such a dry section can be lined by concrete with reasonable amount of reinforcement and should be sealed by a special sealing structure against the water bearing layers. Corresponding analyses provide the grounds for the required extent of grouting around such a sealing structure.
In case the anhydrite level is located right underneath the tunnel, the principle of yielding support can be applied with additional resin grouting adjacent to the tunnel.
High horizontal swelling pressure can occur, if the anhydrite level is located in the middle of the tunnel cross section.
The tunnel of the turning loop of the urban railway in Stuttgart serves as a case study.
Tunneling in Swelling Rock
Wittke, Walter (author)
2014-03-31
17 pages
Article/Chapter (Book)
Electronic Resource
German
Gypsum Keuper , swelling rock , disturbed rock zone , gypsum , anhydrite surface , yielding support , resisting support , leaching front , sealing structure , synthetic resin , smooth excavation , heaving , Freudenstein tunnel , Urban railway Stuttgart , permeability coefficient , anhydrite , grouting
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