A sheet-pile wal retaining a sily sand is shown in the figure. Using the Rankine formula, you determine the active earth
Posted: Wed Mar 30, 2022 9:09 am
A sheet-pile wal retaining a sily sand is shown in the figure. Using the Rankine formula, you determine the active earth pressure coefficient is most nearly Ks = tan’ (45-6/2) SLTY SAND c=0 6 = 32