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 · 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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Page 1:  · 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
Page 2:  · 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
Page 3:  · 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
Page 4:  · 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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STRUCTURAL ANALYSIS OF NEW ENGLAND SUBBASE MATERIALS AND STRUCTURES · 2018. 9. 11. · STRUCTURAL ANALYSIS OF NEW ENGLAND SUBBASE MATERIALS AND STRUCTURES K. Wayne Lee, Milton T

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