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- W601427383 abstract "In the current road tunneling project in the centre of Prague, Czech Republic, several tectonic faults were encountered. The joints are filled b y fragments of shales in a silty to clayey matrix. In the laboratory, the behaviour of the material was studied using mixtures of sand or crushed rock with fines at different mixing ratios. Further laboratory tests were carried out with the material from the joints, both on reconstituted and undisturbed triaxial specimens. The laboratory data a re used in the numerical simulation o f deformations of the rock massif during the tunnel construction. A comparison o f several constitutive models for the fault material i s presented, from a linear-elastic perfectly-plastic model to a stress and strain dependent stiffness model, and advantages of the stress and strain dependent model are demonstrated." @default.
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- W601427383 date "2002-01-01" @default.
- W601427383 modified "2023-09-27" @default.
- W601427383 title "Stress and strain dependent stiffness in a numerical model of a tunnel" @default.
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