killswitchengage
Geotechnical
Hello
So i was discussing with an expert on slope stability, and he stated that he uses bishop methods all the time .
When i argued that using it on transnational slides is not a good idea , he then answered that it can be viewed as a cercular failure with an infinite or very big radius .
What are your comments about this ?
So i was discussing with an expert on slope stability, and he stated that he uses bishop methods all the time .
When i argued that using it on transnational slides is not a good idea , he then answered that it can be viewed as a cercular failure with an infinite or very big radius .
What are your comments about this ?