Assume normally-consolidated soil and the wall is free to move forward. 9=3000 psf, H - 12 feet, De=4 feet. All dimensio

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Assume Normally Consolidated Soil And The Wall Is Free To Move Forward 9 3000 Psf H 12 Feet De 4 Feet All Dimensio 1 (41.06 KiB) Viewed 36 times

Assume normally-consolidated soil and the wall is free to move forward. 9=3000 psf, H - 12 feet, De=4 feet. All dimensions are in foot. 1. The wall back is frictionless for this item. Calculate and plot the resultant of all the static lateral loads on the wall. (10 points) b. The wall back is frictionless for this item. Seismic coefficients: Kh=0.25, Kv = 0.1. Define the net seismic load ONLY, use an angle of wall friction of 17 degrees for this item only. (10 points) c. Redo item (a) above assuming that the retaining wall is restrained from any movement. (10 points) Soil type 1 (retained soil) II (bearing material) /ysat (pct) 120/130 110/130 500 (degree) 34 32 a(psf) C (psf) 0 H Н. Soil Type (retained soil) Df Soil Type II (bearing material) Not to Scale