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Turkish Hello there. I am modeling a retaining wall to be 9.6 m above ground. When I enter a length of more than 10 meters for the shoes, I can only ensure the safety of slipping. I'm over-providing my rollover safety and it's not economical at all. What can I do to reduce sections?
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What can be done to reduce the sections in the retaining wall
- Thread starter pelinimo
- Start date
sahinsukru
New Member
Re: What can be done to reduce the sections in the retaining wall
Cantilever retaining wall is usually not economical at this height. The following document may help you. tr/stagrams/dosya_ekler/0bdd5172d386727_ek.pdf]http://www.imo.org.tr/resimler/dosya_ek ... 727_ek.pdf[/url]"pelinimo":wl20npdy" said:Hi. I am modeling a retaining wall with a length of 9.6 m above the ground. I can only ensure slip safety when I enter a length of more than 10 meters for the shoes I'm over-staffing and it's not economical at all. What can I do to reduce cross-sections?
Re: What can be done to reduce the cross-sections of the retaining wall Soil bearing capacity is 300 kn\m2 Hello, could you please take a look at the retaining project I have attached? Are the values entered correctly? sections are getting bigger. Waiting for your comments.
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Emrah YILDIZ
New Member
Re: What can be done to reduce the sections in the retaining wall Hello, According to the information in the image you attached, it would be appropriate to take the 'Soil cohesion coefficient' value of 0.5 tf/m2 in the Analysis parameters. In addition, you need to arrange your SDS value in accordance with the coordinates of your retaining walls. Good work.
Emrah YILDIZ
New Member
Re: What can be done to make the sections smaller in the retaining wall I need to correct an information I gave in the answer above. Since the information given to you is the cu value of the foundation soil, it would be appropriate to enter 0.5 tf/m2 value in the 'Slip strength (cu)' box in the Dialogue. For the 'soil cohesion value (c)', I recommend that you talk to the people who prepared the soil study report and consult them about the value you will use.
Re: What can be done to reduce the sections in the retaining wall
values correctly, thanks, but I cannot recover the slip safety. Could you please take a look?"Emrah YILDIZ":cnz9ygf0" said:I need to correct the information I gave in the answer above. Since the information given to you is the cu value of the foundation soil, in the Dialogue 'Slip strength ( It would be appropriate to enter 0.5 tf/m2 value in the 'cu)' box. For the 'Soil cohesion value (c)', I recommend you to consult with the people who prepared the soil survey report and consult the value you will use. I entered the
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Emrah YILDIZ
New Member
Re: What can be done to reduce the cross-sections of the retaining wall Due to the low cohesion value of the foundation ground, your protective moments in slip safety are small. Because of your low cohesion value, you can consider thinking of your soil as a cohesionless soil. You can contact the engineer who prepared the survey report related to the soil behavior.