Thank You Paul(Lori and John too) for your
replies and thorough answers to my question.
I´m now having more profound conversation´s with my
customer and they seem(at the moment) to accept/approve the statement´s You have given.
Yours Dennis the Menace
emmgjld: Yes I´ve contacted GeoSlope and yes I also think they are very reponsive too. I´m getting answer´s next week from the creator´s of the software.
GeoPaveTraffic: Yes, you are right. I haven´t provided enough information. I´m not trying to analyze a problem from a text book. I´m mainly...
Hello also emmgjld and thank You too!
First when I heared my customer making this statement, I immediately thought also that:"Yes, I can do steeper(=bigger)
angles than 45 degrees. If not with the normal(grid and radius, for example by turning the radius), then with block-specified. If not with...
Hello GeoPaveTraffic and thank You for Your reply!
The problem is, that the program won´t calculate/give any FS value for exit angles bigger than 45 degrees.
I will give more detail´s concerning my geomechanics book:
The case in the book is dealing with bearing capacity(Yes I know, that´s not...
Hello!
I came across the following frase "Slip surface exit angle is steeper than 45 degrees" while doing a very simple stability analyse with Geostudio/SlopeW.
The solution couldn´t converge/An unrealistically small factor of safety, I presume?
My geomechanics book tells me that the maximum...
