Your selections:
Comparison of finite-element limit analysis and strength reduction techniques
- Tschuchnigg, F., Schweiger, H. F., Sloan, S. W., Lyamin, A. V., Raissakis, I.
Undrained stability of dual square tunnels
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Lyamin, Andrei V.
- Kouretzis, George P., Andrianopoulos, Konstantinos I., Sloan, Scott W., Carter, John P.
Shear strength degradation in claystones due to environmental effects
- Pineda, J. A., Romero, E., De Gracia, M., Sheng, D.
Undrained stability of dual circular tunnels
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Lyamin, Andrei V.
Isogeometric boundary element method for the simulation of underground excavations
- Beer, G., Marussig, B., Duenser, C.
The stability of shallow tunnels using limit analysis
Undrained stability of a square tunnel where the shear strength increases linearly with depth
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Lyamin, Andrei V.
Undrained stability of a circular tunnel where the shear strength increases linearly with depth
- Wilson, Daniel, Abbo, Andrew, Sloan, Scott, Lyamin, Andrei
- Su, L. J., Xing, X. K., Song, Z. P., Liao, H. J., Wang, S. Y.
3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action
- Kouretzis, George P., Bouckovalas, George D., Gantes, Charis J.
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