Research output per year
Research output per year
Project Details
Description
Numerical methods have become a standard tool in geotechnical engineering not only to assess displacements and stress under working load conditions but also for Ultimate Limit State analysis (ULS). In this project the compatibility of he various design approaches with numerical methods are investigated, in particular for deep excavation and shallow tunnelling projects.
| Status | Active |
|---|---|
| Effective start/end date | 1/01/06 → … |
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Explore the research topics touched on by this project. These labels are generated based on the underlying awards/grants. Together they form a unique fingerprint.
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Nonlinear FE-analysis of tunnel excavation - comparison of EC7 design approaches
Schweiger, H., Marcher, T. & Nasekhian, A., 2010, In: Geomechanics and Tunnelling . 3, 1, p. 61-67Research output: Contribution to journal › Article › peer-review
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Numerical analysis of deep excavations and tunnels in accordance with EC7 design approaches
Schweiger, H., 2010, Int. Conference Geotechnical Challenges in Megacities. St. Petersburg: MST, p. 206-217Research output: Chapter in Book/Report/Conference proceeding › Conference paper › peer-review
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Influence of constitutive model and EC7 design approach in FEM analysis of deep excavations
Schweiger, H., 2009, ISSMGE Int. Seminar on Deep Excavations and Retaining Structures. Budapest: ISSMGE Hungarian National Committee, p. 99-114Research output: Chapter in Book/Report/Conference proceeding › Conference paper › peer-review