Report -  · 2017-11-17 · 2.2 Embankment, Excavation, Subbase, Selected Material, Untreated Base Shoulder K = 0.30 + 0.101fflo + O.40Et/Eo + O.20Ft/F0 2.3 K = 0.40 + 0.201t/lo + 0.20MVMo

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