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
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.
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.
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.
Bearing capacity and failure mechanism of different types of foundations on sand
- Yamamoto, Kentaro, Lyamin, Andrei V., Abbo, Andrew J., Sloan, Scott W., Hira, Mizuki
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