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Turkish Hello, what is the value that I should enter in the soil bearing capacity section of my program according to the attached soil results?
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Soil Survey Report Results
- Thread starter badman
- Start date
Hello there; Bearing capacity and bearing coefficient values are given on page 3 of your report. As far as I understand, to find the qt value given here without dividing the bearing capacity value by 1.4 and to use it in calculations, use the given qu value by dividing it by 1.4. In addition, this report has been prepared by a geophysical engineer, it is useful to interpret it by a geotechnical civil engineer and to give the final values. Best regards.
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geotechnical results are here but I don't know what to doHello there; The excel file you sent in the second link is not the geotechnical report, but the test results prepared by the soil laboratory. If you are going to prepare the static project: 1- You can enter 4.39/1.4 = 3 kN/m² (approximately) to the bearing capacity value in the program. 2- You can enter 1750 kN/m³ (approximately) to the Bed coefficient value in the program. Or, 3- You can request a GEOTECHNICAL report, which clearly states the qt and Ks values, prepared in accordance with TBDY2018, from the soil surveyors.