German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish Take it easy everyone... As seen in the images, the retaining wall model I entered does not provide the collapse factor verification. How can I get this verification solved through the slice method?? Or, I have not seen a condition/condition about this inquiry neither in TDY-2007 nor in TS 500. Do I have to meet this requirement? It would be healthier to have it provided, but I could not find anything about this investigation in the regulations and standards. Thanks for your answers and suggestions...
You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
Retaining Wall Failure Analysis
- Thread starter harkan92
- Start date
The ground values are written in return in the screenshots you provided and they are taken from the relevant geological engineer. Could you expand on what you're talking about? Thank you..."mkrts88":2dy1qwz9" said:Is the ground slip resistance angle correct? Try the upper and lower angles Can you also share the ground values?
Levent Özpak
New Member
Hello, Immigration Control Among the stability checks that should be done on retaining walls.In cases where the ground is weak, it is the case that the soil mass slides together with the retaining wall.Regarding the subject, Prof. Dr. Zekai Celep's Reinforced Concrete Structures Book Chapter 13 and Prof. Dr. Mustafa Duzgun's Retaining Walls In the book, you can refer to Chapter 8. Rear shoe length can be increased, ground height on passive side can be increased etc. Good work to ensure collapsing safety s"harkan92":1ne4fcna" said:Good luck to everyone... As you can see in the images, the retaining wall model I entered does not provide the collapse factor verification. How can I have this verification solved by the slice method?? Or what about this verification TDY-2007 I have not seen a condition/condition in TS 500. Do I have to provide this condition? It would be healthier to have it provided, but I could not find anything about this verification in the regulations and standards. Thank you for your answers and suggestions...
If all the values you entered are correct, you will increase the size of the retaining wall"harkan92":xzelobcp" said:The ground values are written in return in the screenshots you provided and are taken from the relevant geological engineer. Can you explain a little more what you are talking about when you say try the upper and lower angles? Thanks..."mkrts88":xzelobcp" said:Is the ground slip resistance angle correct ? Try the upper and lower angles. Can you share the ground values?