Technical FAQ
Questions in Xdisp
Displacement due to tunnelling and/or excavations
Page 1 out of 2 Pages
- Can Xdisp be used to model movements in rock arising from tunnelling operations?
(1611 views) - Does Xdisp calculate sub-surface ground movements arising from mines?
(2306 views) - Does Xdisp model ground movements directly below excavations?
(1384 views) - Does Xdisp model ground movements below tunnels?
(1749 views) - Building damage results are sensitive to the spacing of displacement points along a displacement line. Why?
(1440 views) - How do I model long term ground movements?
(1740 views) - How can I model the excavation of a shaft in Xdisp?
(2902 views) - Ground movements arising from multiple embedded wall excavations are derived in Xdisp by summing the effect of each. Might greater movements arise in reality?
(1850 views) - How should I create a set of sub-surface ground movement data to describe the movement around a retained cut or embedded wall excavation?
(1749 views) - Is increased stiffness at corners of excavations considered by Xdisp?
(2580 views)