Showing items 1 - 6 of 6

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

  • 1
  • Disclaimer
  • Privacy
  • Copyright
  • Contact
  • Deposit