Your selections:
Undrained stability of rectangular tunnels where shear strength increases linearly with depth
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Yamamoto, Kentaro
Undrained stability of dual square tunnels
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Lyamin, Andrei V.
Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading
- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.
Undrained stability of dual circular tunnels
- Wilson, Daniel W., Abbo, Andrew J., Sloan, Scott W., Lyamin, Andrei V.
Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading
- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.
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 wide rectangular tunnels
- Abbo, Andrew J., Wilson, Daniel W., Sloan, Scott W., Lyamin, Andrei V.
Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading
- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.
Stability of a single tunnel in cohesive-frictional soil subjected to surcharge loading
- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.
Undrained stability of a circular tunnel
- Abbo, Andrew J., Wilson, Daniel W., Lyamin, Andrei V., Sloan, Scott W.
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