- No Credit Will Be Given For Solutions Without Clear Steps Calculations And Necessary Graphs Etc Problem 11 15 Po 1 (38.63 KiB) Viewed 36 times
No credit will be given for solutions without clear steps, calculations, and necessary graphs....etc. Problem # 11(15 po
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answerhappygod
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No credit will be given for solutions without clear steps, calculations, and necessary graphs....etc. Problem # 11(15 po
No credit will be given for solutions without clear steps, calculations, and necessary graphs....etc. Problem # 11(15 points): Assume over-consolidated soil and the wall is not allowed to move (restrained), OCR - 2. q- 1000 psf, H - 14 feet, De = 4 feet. The wall back is frictionless. Assuming a water table behind the retaining wall is at (8) below the wall's top, calculate the resultant of the lateral pressures on the proposed retaining wall. Calculate the passive pressure resultant for the wall's foundation. Soil type y/ysu (pcf) C (psf) • (degree) 1(retained soil) 120/145 0 30 II (bearing material) 110/130 3000 15 a(psf) H H Soil Type (retained soil) Df Soil Type II (bearing material) Not to Scale