TBDY Equation 16.8

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ozdemirhasan35

New Member
there is a clayey gravel floor in front of me sptler like this 1.50-1.95 12-16-9 3.00-3.45 18-18-45 4.50-4.95 25-37-39 6.00-6 A direct shear test was carried out in the .45 R laboratory, c=0.04 kg/cm2 fi=53.97 and Bha is 19.8. If a 3-storey reinforced concrete structure will be built, let's assume that there is a continuous foundation 60/70 foundation beam and the foundation depth is 60 cm. Yass In the 20 meter formula, when I accept c as zero and replace it (pebble), the values are too high, how do you think we should calculate it?
 
It is one of the issues that the Chamber of Geological Engineers objected and sued for a stay of execution as far as I know. As long as the relevant part of the regulation does not change; Whether your soil profile is soil or rock, you will calculate your bearing capacity with the extended Terzaghi equation given in Eq.16.8a. It is the responsibility of the regulation, not you or the geotechnical expert, that the value is high, but we complied with the regulation and I do not know if the authors of the regulation will take responsibility when the soil stresses are exceeded and a damage occurs in our foundations. Two studies, regards... Sent from my SM-N920C using Tapatalk
 
When you look at the C and Fi values, a cohesionless sandy gravel ground appears, but spt was made, I look at the Spt results.... I can't say anything, there is a problem in your experiments as well. I don't think this will get any better if the field and laboratory supervision doesn't come as well as design supervision. Sent via iPhone using Tapatalk
 
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